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Spudpen Files: Overview

1. Report: Project Identification Data
Report Name:	Test
Project
Client:
2. Ground Model Data
3. Spudcan Foundation Geometry Data
4. Spudcan Interaction Data: Analysis / Methods
5. Spudcan Restistance Data
6. Output File Control Data
7. Output
Terminal output	p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11 ------------------------------------ at 18:00:13 on 25-MAR-2024 jackup leg penetration assessment during preload according to ISO 19905-1 (2016) (c) S.Kay Consultant, Leiderdorp, The Netherlands. Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001] and the ISO_19905_1 FAQ File [ref SKA/FAQ/001]. C1 out_sp_pen_sub: GSC 10.2 14.1 8.30 12.2 3.90 GSC 14.1 17.0 12.2 15.1 2.90 SQC 17.0 17.4 15.1 15.5 0.400 PTC>GSC 17.4 28.1 15.5 26.2 10.7 GSC ------------------------------------------------------------------- from to from to thickness z_tip z_tip D D T Qv_fmode [m] [m] [m] [m] [m] [-] ------------------------------------------------------------------- iso_19905_1: nlines_errors : 0 iso_19905_1: nlines_warnings: 4 WARNING. gmdata: soil layer # 3; BDEN=9.00 kN/m^3 is inconsistent with SU_TOP=220.00 kPa. WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=163 degrees is outside typical range [110 - 150]. WARNING. s__out: lots of output: IOUTD > 2 & NTIPD_VERIFY > 10; WARNING. s__out: #tip depths for verification, NTIPD_VERIFY=78 z_tip_penetration [m]: 1.75 out_sp_pen_sub: END --- > input file: "JOB.I01" output file: "JOB.O01" iso_19905_1: normal program end
Output file contents	p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11 ------------------------------------ at 18:00:13 on 25-MAR-2024 jackup leg penetration assessment during preload according to ISO 19905-1 (2016) (c) S.Kay Consultant, Leiderdorp, The Netherlands. Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001] and the ISO_19905_1 FAQ File [ref SKA/FAQ/001]. pidata: gmdata: spfdat: ssidat: resdat: s__out: spudcan_mat_X_sub: sp_H sp_B > [m] [m] 0.800 0.00 1.00 1.00 13.8 1.90 0.00 5.42 spudcan_mat_X_sub: END --- > D_B_eq_sub: < --- BEGIN D [m]: 0.400 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.400 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 0.400 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.400 < D_pt [m]: 0.400 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.400 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.400 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 3.60 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.152E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 114082.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 114082.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.400 < D_pt [m]: 8.30 < B_pt [m]: 19.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 19.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 19.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 19.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.435 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 19.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.1 lambda = D/B_eq [-]: 0.435 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.93 su0 Nc0 [kPa]: 693. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 768. pi B_eq * B_eq /4 [m^2]: 286. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 219698.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 219698.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 19.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 19.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 20341.75 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 19.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 19.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 19.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 19.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.435 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3968908E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 19.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.1 lambda = D/B_eq [-]: 0.812 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.45 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 286. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 508125.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 508125.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.1 Rs_pt [kN]: 32405.06 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17511.96 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 0.400 0.400 13.8 0.00 114082.4 0.000000 0.000000 1 0.000000 0.000000 114082.4 * 1 GSS 0.400 8.30 19.1 7.90 219698.3 0.000000 20341.75 2 20341.75 0.000000 199356.6 2 PTS>GSC 8.30 15.5 19.1 7.20 508125.3 32405.06 17511.96 3 37853.71 32405.06 502676.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 114082.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 2.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 0.400 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.400 < D_pt [m]: 0.400 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.400 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.400 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 3.60 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.152E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 114082.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 114082.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.400 < D_pt [m]: 8.30 < B_pt [m]: 19.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 19.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 19.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 19.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.435 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 19.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.1 lambda = D/B_eq [-]: 0.435 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.93 su0 Nc0 [kPa]: 693. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 768. pi B_eq * B_eq /4 [m^2]: 286. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 219698.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 219698.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 19.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.400 < B_pt [m]: 19.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 20341.75 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 19.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 19.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 19.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 19.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.435 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3968908E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 19.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.1 lambda = D/B_eq [-]: 0.812 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.45 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 286. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 508125.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 508125.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.1 Rs_pt [kN]: 32405.06 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17511.96 dW_pt_fun: END --- > < z_tip_verify [m]: 2.30 D [m]: 0.400 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 114082.4 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 114082.4 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 0.400 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.400 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 3.60 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.152E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 114082.4 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 0.400 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 0.400 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.400 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 2.30 D_B_eq_sub: < --- BEGIN D [m]: 0.400 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 2.30 z2 [m]: 0.400 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 2.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 0.400 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.400 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 0.400 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 114082.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 114524.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 2.30 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 0.500 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.500 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 0.500 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.500 < D_pt [m]: 0.500 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.500 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.500 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 4.50 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.190E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 117922.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 117922.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.500 < D_pt [m]: 8.30 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.436 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.436 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.93 su0 Nc0 [kPa]: 693. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 768. pi B_eq * B_eq /4 [m^2]: 284. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 218230.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 218230.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 19.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19944.20 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.436 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3927482E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.815 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.46 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 284. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 504812.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 504812.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 Rs_pt [kN]: 32291.88 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17389.84 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 0.500 0.500 13.8 0.00 117922.4 0.000000 0.000000 1 0.000000 0.000000 117922.4 * 1 GSS 0.500 8.30 19.0 7.80 218230.7 0.000000 19944.20 2 19944.20 0.000000 198286.5 2 PTS>GSC 8.30 15.5 19.0 7.20 504812.2 32291.88 17389.84 3 37334.04 32291.88 499770.0 3 PTS>PTC>GSC > Qv_Dpt [kN]: 117922.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 2.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 0.500 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.500 < D_pt [m]: 0.500 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.500 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.500 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 4.50 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.190E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 117922.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 117922.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.500 < D_pt [m]: 8.30 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.436 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.436 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.93 su0 Nc0 [kPa]: 693. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 768. pi B_eq * B_eq /4 [m^2]: 284. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 218230.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 218230.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 19.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.500 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19944.20 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.436 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3927482E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.815 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.46 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 284. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 504812.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 504812.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 Rs_pt [kN]: 32291.88 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17389.84 dW_pt_fun: END --- > < z_tip_verify [m]: 2.40 D [m]: 0.500 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 117922.4 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 117922.4 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 0.500 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.500 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 4.50 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.190E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 117922.4 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 0.500 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 0.500 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.500 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 2.40 D_B_eq_sub: < --- BEGIN D [m]: 0.500 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 2.40 z2 [m]: 0.500 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 2.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 0.500 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.500 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 0.500 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 117922.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 118364.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 2.40 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 0.600 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.600 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 0.600 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.600 < D_pt [m]: 0.600 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.600 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.600 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 5.40 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.229E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 121778.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 121778.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.600 < D_pt [m]: 8.30 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.438 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.438 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 768. pi B_eq * B_eq /4 [m^2]: 282. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 216768.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 216768.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 19.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19550.73 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.438 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3886344E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.818 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.46 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 282. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 501509.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 501509.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 Rs_pt [kN]: 32178.69 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17268.15 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 0.600 0.600 13.8 0.00 121778.7 0.000000 0.000000 1 0.000000 0.000000 121778.7 * 1 GSS 0.600 8.30 19.0 7.70 216768.0 0.000000 19550.73 2 19550.73 0.000000 197217.3 2 PTS>GSC 8.30 15.5 19.0 7.20 501509.6 32178.69 17268.15 3 36818.87 32178.69 496869.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 121778.7 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 2.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 0.600 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.600 < D_pt [m]: 0.600 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.600 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.600 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 5.40 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.229E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 121778.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 121778.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.600 < D_pt [m]: 8.30 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.438 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.438 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 768. pi B_eq * B_eq /4 [m^2]: 282. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 216768.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 216768.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 19.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.600 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19550.73 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 19.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 19.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 19.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 19.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.438 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3886344E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 19.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 19.0 lambda = D/B_eq [-]: 0.818 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.46 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 282. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 501509.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 501509.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 Rs_pt [kN]: 32178.69 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 19.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17268.15 dW_pt_fun: END --- > < z_tip_verify [m]: 2.50 D [m]: 0.600 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 121778.7 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 121778.7 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 0.600 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.600 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.01 p0 [kPa]: 5.40 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.229E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 121778.7 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 0.600 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 0.600 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.600 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 2.50 D_B_eq_sub: < --- BEGIN D [m]: 0.600 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 2.50 z2 [m]: 0.600 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 2.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 0.600 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.600 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 0.600 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 121778.7 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 122220.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 2.50 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 0.700 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.700 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 0.700 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.700 < D_pt [m]: 0.700 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.700 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.700 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 6.30 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.268E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 125651.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 125651.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.700 < D_pt [m]: 8.30 < B_pt [m]: 18.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.439 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.9 lambda = D/B_eq [-]: 0.439 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 280. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 215310.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 215310.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 18.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 18.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19161.31 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.439 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3845495E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.9 lambda = D/B_eq [-]: 0.821 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.47 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 280. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 498217.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 498217.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.9 Rs_pt [kN]: 32065.51 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17146.88 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 0.700 0.700 13.8 0.00 125651.2 0.000000 0.000000 1 0.000000 0.000000 125651.2 * 1 GSS 0.700 8.30 18.9 7.60 215310.2 0.000000 19161.31 2 19161.31 0.000000 196148.9 2 PTS>GSC 8.30 15.5 18.9 7.20 498217.6 32065.51 17146.88 3 36308.19 32065.51 493974.9 3 PTS>PTC>GSC > Qv_Dpt [kN]: 125651.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 2.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 0.700 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.700 < D_pt [m]: 0.700 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.700 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.700 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 6.30 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.268E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 125651.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 125651.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.700 < D_pt [m]: 8.30 < B_pt [m]: 18.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.439 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.9 lambda = D/B_eq [-]: 0.439 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 280. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 215310.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 215310.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 18.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.700 < B_pt [m]: 18.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19161.31 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.439 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3845495E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.9 lambda = D/B_eq [-]: 0.821 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.47 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 280. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 498217.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 498217.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.9 Rs_pt [kN]: 32065.51 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17146.88 dW_pt_fun: END --- > < z_tip_verify [m]: 2.60 D [m]: 0.700 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 125651.2 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 125651.2 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 0.700 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.700 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 6.30 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.268E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 125651.2 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 0.700 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 0.700 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.700 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 2.60 D_B_eq_sub: < --- BEGIN D [m]: 0.700 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 2.60 z2 [m]: 0.700 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 2.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 0.700 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.700 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 0.700 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 125651.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 126093.4 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 2.60 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 0.800 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.800 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 0.800 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.800 < D_pt [m]: 0.800 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.800 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.800 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 7.20 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.307E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 129540.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 129540.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.800 < D_pt [m]: 8.30 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.441 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.441 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 278. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 213857.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 213857.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 18.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18775.93 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.441 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3804933E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.824 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.47 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 278. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 494936.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 494936.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 Rs_pt [kN]: 31952.32 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17026.05 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 0.800 0.800 13.8 0.00 129540.0 0.000000 0.000000 1 0.000000 0.000000 129540.0 * 1 GSS 0.800 8.30 18.8 7.50 213857.2 0.000000 18775.93 2 18775.93 0.000000 195081.3 2 PTS>GSC 8.30 15.5 18.8 7.20 494936.2 31952.32 17026.05 3 35801.98 31952.32 491086.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 129540.0 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 2.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 0.800 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.800 < D_pt [m]: 0.800 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.800 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.800 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 7.20 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.307E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 129540.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 129540.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.800 < D_pt [m]: 8.30 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.441 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.441 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 278. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 213857.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 213857.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 18.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.800 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18775.93 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.441 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3804933E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.824 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.47 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 278. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 494936.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 494936.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 Rs_pt [kN]: 31952.32 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17026.05 dW_pt_fun: END --- > < z_tip_verify [m]: 2.70 D [m]: 0.800 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 129540.0 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 129540.0 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 0.800 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.800 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 7.20 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.307E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 129540.0 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 0.800 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 0.800 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.800 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 2.70 D_B_eq_sub: < --- BEGIN D [m]: 0.800 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 2.70 z2 [m]: 0.800 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 2.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 0.800 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.800 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 0.800 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 129540.0 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 129982.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 2.70 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 0.900 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.900 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 0.900 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.900 < D_pt [m]: 0.900 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.900 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.900 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 8.10 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.346E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 133444.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 133444.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.900 < D_pt [m]: 8.30 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.443 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.443 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 276. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 212409.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 212409.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 18.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18394.57 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.443 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3764658E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.827 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.47 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 276. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 491665.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 491665.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 Rs_pt [kN]: 31839.14 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16905.64 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 0.900 0.900 13.8 0.00 133444.9 0.000000 0.000000 1 0.000000 0.000000 133444.9 * 1 GSS 0.900 8.30 18.8 7.40 212409.1 0.000000 18394.57 2 18394.57 0.000000 194014.6 2 PTS>GSC 8.30 15.5 18.8 7.20 491665.4 31839.14 16905.64 3 35300.21 31839.14 488204.3 3 PTS>PTC>GSC > Qv_Dpt [kN]: 133444.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 2.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 0.900 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 0.900 < D_pt [m]: 0.900 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 0.900 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.900 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 8.10 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.346E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 133444.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 133444.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 0.900 < D_pt [m]: 8.30 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.443 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.443 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.94 su0 Nc0 [kPa]: 694. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 276. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 212409.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 212409.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 18.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 0.900 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18394.57 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.443 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3764658E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.8 lambda = D/B_eq [-]: 0.827 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.47 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 276. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 491665.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 491665.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 Rs_pt [kN]: 31839.14 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16905.64 dW_pt_fun: END --- > < z_tip_verify [m]: 2.80 D [m]: 0.900 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 133444.9 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 133444.9 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 0.900 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 0.900 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 8.10 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.346E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 133444.9 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 0.900 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 0.900 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.900 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 2.80 D_B_eq_sub: < --- BEGIN D [m]: 0.900 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 2.80 z2 [m]: 0.900 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 2.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 0.900 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 0.900 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 0.900 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 133444.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 133887.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 2.80 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.00 < D_pt [m]: 1.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 9.00 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.385E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 137366.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 137366.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.00 < D_pt [m]: 8.30 < B_pt [m]: 18.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.444 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.7 lambda = D/B_eq [-]: 0.444 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 274. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 210965.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 210965.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 18.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 18.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18017.21 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.444 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3724667E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.7 lambda = D/B_eq [-]: 0.829 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.48 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 274. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 488405.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 488405.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.7 Rs_pt [kN]: 31725.95 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16785.65 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.00 1.00 13.8 0.00 137366.1 0.000000 0.000000 1 0.000000 0.000000 137366.1 * 1 GSS 1.00 8.30 18.7 7.30 210965.9 0.000000 18017.21 2 18017.21 0.000000 192948.7 2 PTS>GSC 8.30 15.5 18.7 7.20 488405.1 31725.95 16785.65 3 34802.86 31725.95 485328.2 3 PTS>PTC>GSC > Qv_Dpt [kN]: 137366.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 2.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.00 < D_pt [m]: 1.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 9.00 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.385E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 137366.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 137366.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.00 < D_pt [m]: 8.30 < B_pt [m]: 18.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.444 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.7 lambda = D/B_eq [-]: 0.444 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 274. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 210965.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 210965.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 18.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.00 < B_pt [m]: 18.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18017.21 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.444 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3724667E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.7 lambda = D/B_eq [-]: 0.829 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.48 su0 Nc0 [kPa]: 0.164E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 274. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 488405.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 488405.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.7 Rs_pt [kN]: 31725.95 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16785.65 dW_pt_fun: END --- > < z_tip_verify [m]: 2.90 D [m]: 1.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 137366.1 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 137366.1 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 9.00 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.385E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 137366.1 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 2.90 D_B_eq_sub: < --- BEGIN D [m]: 1.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 2.90 z2 [m]: 1.00 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 2.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 137366.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 137808.3 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 2.90 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.10 < D_pt [m]: 1.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 9.90 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.424E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 141303.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 141303.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.10 < D_pt [m]: 8.30 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.446 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.446 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 272. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 209527.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 209527.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 18.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17643.83 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.446 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3684961E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.832 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.48 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 272. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 485155.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 485155.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 Rs_pt [kN]: 31612.76 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16666.10 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.10 1.10 13.8 0.00 141303.4 0.000000 0.000000 1 0.000000 0.000000 141303.4 * 1 GSS 1.10 8.30 18.6 7.20 209527.5 0.000000 17643.83 2 17643.83 0.000000 191883.7 2 PTS>GSC 8.30 15.5 18.6 7.20 485155.4 31612.76 16666.10 3 34309.93 31612.76 482458.2 3 PTS>PTC>GSC > Qv_Dpt [kN]: 141303.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.00 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.10 < D_pt [m]: 1.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 9.90 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.424E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 141303.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 141303.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.10 < D_pt [m]: 8.30 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.446 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.446 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 769. pi B_eq * B_eq /4 [m^2]: 272. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 209527.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 209527.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 18.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.10 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17643.83 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.446 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3684961E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.832 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.48 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 272. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 485155.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 485155.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 Rs_pt [kN]: 31612.76 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16666.10 dW_pt_fun: END --- > < z_tip_verify [m]: 3.00 D [m]: 1.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 141303.4 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 141303.4 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.02 p0 [kPa]: 9.90 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.424E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 141303.4 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.00 D_B_eq_sub: < --- BEGIN D [m]: 1.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.00 z2 [m]: 1.10 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.00 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 141303.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 141745.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.00 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.20 < D_pt [m]: 1.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 10.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.464E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 145256.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 145256.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.20 < D_pt [m]: 8.30 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.447 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.447 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 270. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 208094.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 208094.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 18.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17274.41 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.447 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3645538E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.835 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.48 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 270. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 481916.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 481916.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 Rs_pt [kN]: 31499.58 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16546.97 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.20 1.20 13.8 0.00 145256.7 0.000000 0.000000 1 0.000000 0.000000 145256.7 * 1 GSS 1.20 8.30 18.6 7.10 208094.0 0.000000 17274.41 2 17274.41 0.000000 190819.6 2 PTS>GSC 8.30 15.5 18.6 7.20 481916.2 31499.58 16546.97 3 33821.38 31499.58 479594.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 145256.7 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.10 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.20 < D_pt [m]: 1.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 10.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.464E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 145256.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 145256.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.20 < D_pt [m]: 8.30 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.447 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.447 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 270. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 208094.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 208094.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 18.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.20 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17274.41 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.447 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3645538E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.6 lambda = D/B_eq [-]: 0.835 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.48 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 270. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 481916.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 481916.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 Rs_pt [kN]: 31499.58 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16546.97 dW_pt_fun: END --- > < z_tip_verify [m]: 3.10 D [m]: 1.20 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 145256.7 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 145256.7 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 10.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.464E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 145256.7 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.20 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.20 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.10 D_B_eq_sub: < --- BEGIN D [m]: 1.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.10 z2 [m]: 1.20 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.10 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.20 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 145256.7 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 145698.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.10 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.30 < D_pt [m]: 1.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 11.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.503E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 149226.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 149226.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.30 < D_pt [m]: 8.30 < B_pt [m]: 18.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.449 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.5 lambda = D/B_eq [-]: 0.449 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 268. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 206665.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 206665.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 18.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 18.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16908.93 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.449 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3606398E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.5 lambda = D/B_eq [-]: 0.838 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.49 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 268. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 478687.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 478687.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.5 Rs_pt [kN]: 31386.39 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16428.27 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.30 1.30 13.8 0.00 149226.2 0.000000 0.000000 1 0.000000 0.000000 149226.2 * 1 GSS 1.30 8.30 18.5 7.00 206665.4 0.000000 16908.93 2 16908.93 0.000000 189756.5 2 PTS>GSC 8.30 15.5 18.5 7.20 478687.6 31386.39 16428.27 3 33337.20 31386.39 476736.8 3 PTS>PTC>GSC > Qv_Dpt [kN]: 149226.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.20 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.30 < D_pt [m]: 1.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 11.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.503E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 149226.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 149226.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.30 < D_pt [m]: 8.30 < B_pt [m]: 18.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.449 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.5 lambda = D/B_eq [-]: 0.449 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 268. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 206665.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 206665.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 18.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.30 < B_pt [m]: 18.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16908.93 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.449 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3606398E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.5 lambda = D/B_eq [-]: 0.838 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.49 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 268. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 478687.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 478687.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.5 Rs_pt [kN]: 31386.39 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16428.27 dW_pt_fun: END --- > < z_tip_verify [m]: 3.20 D [m]: 1.30 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 149226.2 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 149226.2 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 11.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.503E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 149226.2 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.30 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.30 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.20 D_B_eq_sub: < --- BEGIN D [m]: 1.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.20 z2 [m]: 1.30 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.20 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.30 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 149226.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 149668.4 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.20 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.40 < D_pt [m]: 1.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 12.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.543E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 153211.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 153211.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.40 < D_pt [m]: 8.30 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.451 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.451 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 266. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 205241.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 205241.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 18.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16547.38 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.451 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3567538E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.841 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.49 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 266. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 475469.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 475469.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 Rs_pt [kN]: 31273.21 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16309.99 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.40 1.40 13.8 0.00 153211.7 0.000000 0.000000 1 0.000000 0.000000 153211.7 * 1 GSS 1.40 8.30 18.4 6.90 205241.7 0.000000 16547.38 2 16547.38 0.000000 188694.3 2 PTS>GSC 8.30 15.5 18.4 7.20 475469.6 31273.21 16309.99 3 32857.38 31273.21 473885.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 153211.7 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.40 < D_pt [m]: 1.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 12.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.543E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 153211.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 153211.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.40 < D_pt [m]: 8.30 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.451 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.451 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.95 su0 Nc0 [kPa]: 695. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 266. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 205241.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 205241.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 18.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.40 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16547.38 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.451 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3567538E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.841 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.49 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.178E+04 pi B_eq * B_eq /4 [m^2]: 266. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 475469.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 475469.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 Rs_pt [kN]: 31273.21 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16309.99 dW_pt_fun: END --- > < z_tip_verify [m]: 3.30 D [m]: 1.40 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 153211.7 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 153211.7 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 12.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.543E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 153211.7 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.40 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.40 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.30 D_B_eq_sub: < --- BEGIN D [m]: 1.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.30 z2 [m]: 1.40 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.40 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 153211.7 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 153653.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.30 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.50 < D_pt [m]: 1.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 13.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.583E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 157213.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 157213.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.50 < D_pt [m]: 8.30 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.452 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.452 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 265. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 203822.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 203822.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 18.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16189.74 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.452 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3528959E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.845 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.50 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 265. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 472262.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 472262.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 Rs_pt [kN]: 31160.02 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16192.15 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.50 1.50 13.8 0.00 157213.2 0.000000 0.000000 1 0.000000 0.000000 157213.2 * 1 GSS 1.50 8.30 18.4 6.80 203822.8 0.000000 16189.74 2 16189.74 0.000000 187633.0 2 PTS>GSC 8.30 15.5 18.4 7.20 472262.2 31160.02 16192.15 3 32381.89 31160.02 471040.3 3 PTS>PTC>GSC > Qv_Dpt [kN]: 157213.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.50 < D_pt [m]: 1.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 13.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.583E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 157213.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 157213.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.50 < D_pt [m]: 8.30 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.452 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.452 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 770. pi B_eq * B_eq /4 [m^2]: 265. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 203822.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 203822.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 18.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.50 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16189.74 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.452 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3528959E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.4 lambda = D/B_eq [-]: 0.845 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.50 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 265. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 472262.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 472262.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 Rs_pt [kN]: 31160.02 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16192.15 dW_pt_fun: END --- > < z_tip_verify [m]: 3.40 D [m]: 1.50 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 157213.2 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 157213.2 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 13.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.583E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 157213.2 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.50 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.50 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.40 D_B_eq_sub: < --- BEGIN D [m]: 1.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.40 z2 [m]: 1.50 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.50 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 157213.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 157655.4 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.40 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.60 < D_pt [m]: 1.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 14.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.623E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 161230.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 161230.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.60 < D_pt [m]: 8.30 < B_pt [m]: 18.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.454 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.3 lambda = D/B_eq [-]: 0.454 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 263. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 202408.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 202408.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 18.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 18.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15835.98 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.454 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3490659E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.3 lambda = D/B_eq [-]: 0.848 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.50 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 263. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 469065.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 469065.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.3 Rs_pt [kN]: 31046.84 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16074.73 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.60 1.60 13.8 0.00 161230.6 0.000000 0.000000 1 0.000000 0.000000 161230.6 * 1 GSS 1.60 8.30 18.3 6.70 202408.8 0.000000 15835.98 2 15835.98 0.000000 186572.8 2 PTS>GSC 8.30 15.5 18.3 7.20 469065.3 31046.84 16074.73 3 31910.71 31046.84 468201.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 161230.6 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.60 < D_pt [m]: 1.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 14.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.623E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 161230.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 161230.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.60 < D_pt [m]: 8.30 < B_pt [m]: 18.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.454 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.3 lambda = D/B_eq [-]: 0.454 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 263. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 202408.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 202408.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 18.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.60 < B_pt [m]: 18.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15835.98 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.454 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3490659E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.3 lambda = D/B_eq [-]: 0.848 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.50 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 263. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 469065.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 469065.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.3 Rs_pt [kN]: 31046.84 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16074.73 dW_pt_fun: END --- > < z_tip_verify [m]: 3.50 D [m]: 1.60 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 161230.6 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 161230.6 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.03 p0 [kPa]: 14.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.623E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 161230.6 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.60 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.60 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.50 D_B_eq_sub: < --- BEGIN D [m]: 1.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.50 z2 [m]: 1.60 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.60 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 161230.6 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 161672.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.50 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.70 < D_pt [m]: 1.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 15.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.664E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 165263.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 165263.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.70 < D_pt [m]: 8.30 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.456 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.456 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 261. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 200999.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 200999.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 18.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15486.09 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.456 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3452637E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.851 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.50 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 261. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 465879.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 465879.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 Rs_pt [kN]: 30933.65 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15957.74 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.70 1.70 13.8 0.00 165263.9 0.000000 0.000000 1 0.000000 0.000000 165263.9 * 1 GSS 1.70 8.30 18.2 6.60 200999.6 0.000000 15486.09 2 15486.09 0.000000 185513.5 2 PTS>GSC 8.30 15.5 18.2 7.20 465879.0 30933.65 15957.74 3 31443.82 30933.65 465368.8 3 PTS>PTC>GSC > Qv_Dpt [kN]: 165263.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.70 < D_pt [m]: 1.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 15.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.664E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 165263.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 165263.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.70 < D_pt [m]: 8.30 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.456 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.456 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 261. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 200999.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 200999.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 18.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.70 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15486.09 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.456 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3452637E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.851 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.50 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 261. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 465879.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 465879.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 Rs_pt [kN]: 30933.65 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15957.74 dW_pt_fun: END --- > < z_tip_verify [m]: 3.60 D [m]: 1.70 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 165263.9 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 165263.9 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 15.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.664E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 165263.9 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.70 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.70 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.60 D_B_eq_sub: < --- BEGIN D [m]: 1.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.60 z2 [m]: 1.70 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.70 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 165263.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 165706.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.60 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.80 < D_pt [m]: 1.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 16.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.704E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 169313.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 169313.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.80 < D_pt [m]: 8.30 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.457 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.457 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 259. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 199595.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 199595.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 18.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15140.04 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.457 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3414892E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.854 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.51 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 259. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 462703.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 462703.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 Rs_pt [kN]: 30820.46 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15841.17 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.80 1.80 13.8 0.00 169313.0 0.000000 0.000000 1 0.000000 0.000000 169313.0 * 1 GSS 1.80 8.30 18.2 6.50 199595.3 0.000000 15140.04 2 15140.04 0.000000 184455.3 2 PTS>GSC 8.30 15.5 18.2 7.20 462703.3 30820.46 15841.17 3 30981.22 30820.46 462542.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 169313.0 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.80 < D_pt [m]: 1.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 16.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.704E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 169313.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 169313.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.80 < D_pt [m]: 8.30 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.457 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.457 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.96 su0 Nc0 [kPa]: 696. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 259. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 199595.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 199595.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 18.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.80 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15140.04 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.457 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3414892E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.2 lambda = D/B_eq [-]: 0.854 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.51 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 259. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 462703.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 462703.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 Rs_pt [kN]: 30820.46 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15841.17 dW_pt_fun: END --- > < z_tip_verify [m]: 3.70 D [m]: 1.80 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 169313.0 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 169313.0 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 16.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.704E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 169313.0 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.80 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.80 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.70 D_B_eq_sub: < --- BEGIN D [m]: 1.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.70 z2 [m]: 1.80 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.80 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 169313.0 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 169755.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.70 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 1.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 1.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.90 < D_pt [m]: 1.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 17.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.745E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 173377.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 173377.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.90 < D_pt [m]: 8.30 < B_pt [m]: 18.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.459 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.1 lambda = D/B_eq [-]: 0.459 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 257. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 198195.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 198195.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 18.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 18.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14797.83 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.459 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3377423E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.1 lambda = D/B_eq [-]: 0.857 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.51 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 257. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 459538.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 459538.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.1 Rs_pt [kN]: 30707.28 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15725.04 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 1.90 1.90 13.8 0.00 173377.9 0.000000 0.000000 1 0.000000 0.000000 173377.9 * 1 GSS 1.90 8.30 18.1 6.40 198195.9 0.000000 14797.83 2 14797.83 0.000000 183398.1 2 PTS>GSC 8.30 15.5 18.1 7.20 459538.1 30707.28 15725.04 3 30522.86 30707.28 459722.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 173377.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 1.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 1.90 < D_pt [m]: 1.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 1.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 17.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.745E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 173377.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 173377.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 1.90 < D_pt [m]: 8.30 < B_pt [m]: 18.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.459 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.1 lambda = D/B_eq [-]: 0.459 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 771. pi B_eq * B_eq /4 [m^2]: 257. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 198195.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 198195.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 18.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 1.90 < B_pt [m]: 18.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14797.83 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.459 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3377423E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.1 lambda = D/B_eq [-]: 0.857 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.51 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 257. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 459538.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 459538.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.1 Rs_pt [kN]: 30707.28 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15725.04 dW_pt_fun: END --- > < z_tip_verify [m]: 3.80 D [m]: 1.90 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 173377.9 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 173377.9 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 1.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 1.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 17.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.745E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 173377.9 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 1.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 1.90 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.90 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.80 D_B_eq_sub: < --- BEGIN D [m]: 1.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.80 z2 [m]: 1.90 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 1.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 1.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 1.90 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 173377.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 173820.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.80 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 2.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.00 < D_pt [m]: 2.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 18.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.786E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 177458.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 177458.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.00 < D_pt [m]: 8.30 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.461 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.461 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 255. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 196801.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 196801.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 18.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14459.43 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.461 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3340229E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.860 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.52 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 255. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 456383.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 456383.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 Rs_pt [kN]: 30594.09 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15609.33 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.00 2.00 13.8 0.00 177458.6 0.000000 0.000000 1 0.000000 0.000000 177458.6 * 1 GSS 2.00 8.30 18.0 6.30 196801.4 0.000000 14459.43 2 14459.43 0.000000 182341.9 2 PTS>GSC 8.30 15.5 18.0 7.20 456383.5 30594.09 15609.33 3 30068.75 30594.09 456908.9 3 PTS>PTC>GSC > Qv_Dpt [kN]: 177458.6 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 3.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.00 < D_pt [m]: 2.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 18.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.786E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 177458.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 177458.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.00 < D_pt [m]: 8.30 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.461 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.461 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 255. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 196801.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 196801.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 18.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.00 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14459.43 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.461 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3340229E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.860 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.52 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 255. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 456383.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 456383.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 Rs_pt [kN]: 30594.09 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15609.33 dW_pt_fun: END --- > < z_tip_verify [m]: 3.90 D [m]: 2.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 177458.6 * Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 177458.6 Qv_fmode, failure mode : 'GSS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.04 p0 [kPa]: 18.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.786E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 177458.6 Qv_GSS_fun: END --- > V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 3.90 D_B_eq_sub: < --- BEGIN D [m]: 2.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 3.90 z2 [m]: 2.00 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 3.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 177458.6 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 177900.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 3.90 < i_sqc [-]: 1 < Qv_fmode [-]: GSS D_B_eq_sub: < --- BEGIN D [m]: 2.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.10 < D_pt [m]: 2.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 18.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.827E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 181554.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 181554.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.10 < D_pt [m]: 8.30 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.462 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.462 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 253. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 195411.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 195411.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 18.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14124.82 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.462 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3303309E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.863 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.52 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 253. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 453239.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 453239.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 Rs_pt [kN]: 30480.91 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15494.04 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.10 2.10 13.8 0.00 181554.9 0.000000 0.000000 1 0.000000 0.000000 181554.9 2 GSS 2.10 8.30 18.0 6.20 195411.7 0.000000 14124.82 2 14124.82 0.000000 181286.9 * 1 PTS>GSC 8.30 15.5 18.0 7.20 453239.5 30480.91 15494.04 3 29618.86 30480.91 454101.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 181286.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.00 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.10 < D_pt [m]: 2.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 18.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.827E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 181554.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 181554.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.10 < D_pt [m]: 8.30 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.462 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.462 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 253. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 195411.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 195411.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 18.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.10 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14124.82 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 18.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 18.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 18.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 18.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.462 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3303309E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 18.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 18.0 lambda = D/B_eq [-]: 0.863 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.52 su0 Nc0 [kPa]: 0.165E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 253. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 453239.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 453239.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 Rs_pt [kN]: 30480.91 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 18.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15494.04 dW_pt_fun: END --- > < z_tip_verify [m]: 4.00 D [m]: 2.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 181554.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 181286.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 18.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.827E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 181554.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.00 D_B_eq_sub: < --- BEGIN D [m]: 2.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.00 z2 [m]: 2.10 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.00 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 181286.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 181729.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.00 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.20 < D_pt [m]: 2.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 19.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.868E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 185666.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 185666.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.20 < D_pt [m]: 8.30 < B_pt [m]: 17.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.464 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.9 lambda = D/B_eq [-]: 0.464 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 251. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 194026.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 194026.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 17.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 17.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13793.98 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.464 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3266663E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.9 lambda = D/B_eq [-]: 0.867 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.52 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 251. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 450106.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 450106.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.9 Rs_pt [kN]: 30367.72 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15379.19 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.20 2.20 13.8 0.00 185666.7 0.000000 0.000000 1 0.000000 0.000000 185666.7 2 GSS 2.20 8.30 17.9 6.10 194026.9 0.000000 13793.98 2 13793.98 0.000000 180232.9 * 1 PTS>GSC 8.30 15.5 17.9 7.20 450106.1 30367.72 15379.19 3 29173.17 30367.72 451300.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 180232.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.10 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.20 < D_pt [m]: 2.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 19.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.868E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 185666.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 185666.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.20 < D_pt [m]: 8.30 < B_pt [m]: 17.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.464 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.9 lambda = D/B_eq [-]: 0.464 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.97 su0 Nc0 [kPa]: 697. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 251. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 194026.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 194026.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 17.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.20 < B_pt [m]: 17.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13793.98 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.464 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3266663E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.9 lambda = D/B_eq [-]: 0.867 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.52 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 251. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 450106.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 450106.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.9 Rs_pt [kN]: 30367.72 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15379.19 dW_pt_fun: END --- > < z_tip_verify [m]: 4.10 D [m]: 2.20 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 185666.7 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 180232.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 19.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.868E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 185666.7 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.20 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.20 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.10 D_B_eq_sub: < --- BEGIN D [m]: 2.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.10 z2 [m]: 2.20 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.10 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.20 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 180232.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 180675.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.10 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.30 < D_pt [m]: 2.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 20.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.909E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 189794.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 189794.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.30 < D_pt [m]: 8.30 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.466 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.466 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.98 su0 Nc0 [kPa]: 698. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 249. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 192646.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 192646.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 17.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13466.90 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.466 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3230288E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.870 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.53 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 249. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 446983.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 446983.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 Rs_pt [kN]: 30254.54 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15264.76 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.30 2.30 13.8 0.00 189794.1 0.000000 0.000000 1 0.000000 0.000000 189794.1 2 GSS 2.30 8.30 17.8 6.00 192646.9 0.000000 13466.90 2 13466.90 0.000000 179180.0 * 1 PTS>GSC 8.30 15.5 17.8 7.20 446983.2 30254.54 15264.76 3 28731.66 30254.54 448506.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 179180.0 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.20 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.30 < D_pt [m]: 2.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 20.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.909E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 189794.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 189794.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.30 < D_pt [m]: 8.30 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.466 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.466 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.98 su0 Nc0 [kPa]: 698. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 772. pi B_eq * B_eq /4 [m^2]: 249. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 192646.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 192646.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 17.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.30 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13466.90 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.466 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3230288E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.870 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.53 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 249. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 446983.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 446983.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 Rs_pt [kN]: 30254.54 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15264.76 dW_pt_fun: END --- > < z_tip_verify [m]: 4.20 D [m]: 2.30 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 189794.1 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 179180.0 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 20.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.909E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 189794.1 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.30 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.30 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.20 D_B_eq_sub: < --- BEGIN D [m]: 2.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.20 z2 [m]: 2.30 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.20 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.30 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 179180.0 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 179622.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.20 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.40 < D_pt [m]: 2.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 21.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.951E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 193936.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 193936.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.40 < D_pt [m]: 8.30 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.468 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.468 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.98 su0 Nc0 [kPa]: 698. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 248. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 191271.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 191271.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 17.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13143.55 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.468 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3194185E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.873 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.53 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 248. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 443870.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 443870.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 Rs_pt [kN]: 30141.35 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15150.76 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.40 2.40 13.8 0.00 193936.9 0.000000 0.000000 1 0.000000 0.000000 193936.9 2 GSS 2.40 8.30 17.8 5.90 191271.9 0.000000 13143.55 2 13143.55 0.000000 178128.3 * 1 PTS>GSC 8.30 15.5 17.8 7.20 443870.9 30141.35 15150.76 3 28294.31 30141.35 445717.9 3 PTS>PTC>GSC > Qv_Dpt [kN]: 178128.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.40 < D_pt [m]: 2.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 21.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.951E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 193936.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 193936.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.40 < D_pt [m]: 8.30 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.468 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.468 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.98 su0 Nc0 [kPa]: 698. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 248. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 191271.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 191271.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 17.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.40 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13143.55 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.468 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3194185E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.8 lambda = D/B_eq [-]: 0.873 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.53 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 248. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 443870.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 443870.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 Rs_pt [kN]: 30141.35 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15150.76 dW_pt_fun: END --- > < z_tip_verify [m]: 4.30 D [m]: 2.40 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 193936.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 178128.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 21.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.951E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 193936.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.40 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.40 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.30 D_B_eq_sub: < --- BEGIN D [m]: 2.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.30 z2 [m]: 2.40 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.40 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 178128.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 178570.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.30 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.50 < D_pt [m]: 2.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 22.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.992E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 198095.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 198095.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.50 < D_pt [m]: 8.30 < B_pt [m]: 17.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.469 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.7 lambda = D/B_eq [-]: 0.469 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.98 su0 Nc0 [kPa]: 698. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 246. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 189901.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 189901.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 17.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 17.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12823.92 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.469 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3158351E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.7 lambda = D/B_eq [-]: 0.876 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.54 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 246. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 440769.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 440769.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.7 Rs_pt [kN]: 30028.16 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15037.19 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.50 2.50 13.8 0.00 198095.1 0.000000 0.000000 1 0.000000 0.000000 198095.1 2 GSS 2.50 8.30 17.7 5.80 189901.7 0.000000 12823.92 2 12823.92 0.000000 177077.7 * 1 PTS>GSC 8.30 15.5 17.7 7.20 440769.2 30028.16 15037.19 3 27861.11 30028.16 442936.2 3 PTS>PTC>GSC > Qv_Dpt [kN]: 177077.7 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.50 < D_pt [m]: 2.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 22.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.992E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 198095.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 198095.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.50 < D_pt [m]: 8.30 < B_pt [m]: 17.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.469 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.7 lambda = D/B_eq [-]: 0.469 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.98 su0 Nc0 [kPa]: 698. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 246. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 189901.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 189901.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 17.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.50 < B_pt [m]: 17.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12823.92 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.469 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3158351E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.7 lambda = D/B_eq [-]: 0.876 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.54 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 246. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 440769.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 440769.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.7 Rs_pt [kN]: 30028.16 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15037.19 dW_pt_fun: END --- > < z_tip_verify [m]: 4.40 D [m]: 2.50 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 198095.1 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 177077.7 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.05 p0 [kPa]: 22.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.992E+05 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 198095.1 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.50 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.50 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.40 D_B_eq_sub: < --- BEGIN D [m]: 2.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.40 z2 [m]: 2.50 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.50 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 177077.7 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 177519.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.40 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.60 < D_pt [m]: 2.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 23.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.103E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 202268.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 202268.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.60 < D_pt [m]: 8.30 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.471 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.471 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 244. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 188536.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 188536.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 17.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12507.99 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.471 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3122787E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.880 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.54 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 244. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 437678.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 437678.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 Rs_pt [kN]: 29914.98 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14924.04 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.60 2.60 13.8 0.00 202268.6 0.000000 0.000000 1 0.000000 0.000000 202268.6 2 GSS 2.60 8.30 17.6 5.70 188536.3 0.000000 12507.99 2 12507.99 0.000000 176028.3 * 1 PTS>GSC 8.30 15.5 17.6 7.20 437678.0 29914.98 14924.04 3 27432.03 29914.98 440161.0 3 PTS>PTC>GSC > Qv_Dpt [kN]: 176028.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.60 < D_pt [m]: 2.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 23.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.103E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 202268.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 202268.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.60 < D_pt [m]: 8.30 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.471 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.471 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 244. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 188536.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 188536.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 17.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.60 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12507.99 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.471 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3122787E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.880 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.54 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.179E+04 pi B_eq * B_eq /4 [m^2]: 244. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 437678.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 437678.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 Rs_pt [kN]: 29914.98 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14924.04 dW_pt_fun: END --- > < z_tip_verify [m]: 4.50 D [m]: 2.60 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 202268.6 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 176028.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 23.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.103E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 202268.6 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.60 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.60 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.50 D_B_eq_sub: < --- BEGIN D [m]: 2.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.50 z2 [m]: 2.60 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.60 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 176028.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 176470.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.50 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.70 < D_pt [m]: 2.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 24.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.108E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 206457.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 206457.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.70 < D_pt [m]: 8.30 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.473 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.473 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 242. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 187175.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 187175.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 17.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12195.74 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.473 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3087491E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.883 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.55 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 242. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 434597.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 434597.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 Rs_pt [kN]: 29801.79 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14811.32 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.70 2.70 13.8 0.00 206457.4 0.000000 0.000000 1 0.000000 0.000000 206457.4 2 GSS 2.70 8.30 17.6 5.60 187175.9 0.000000 12195.74 2 12195.74 0.000000 174980.1 * 1 PTS>GSC 8.30 15.5 17.6 7.20 434597.4 29801.79 14811.32 3 27007.06 29801.79 437392.2 3 PTS>PTC>GSC > Qv_Dpt [kN]: 174980.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.70 < D_pt [m]: 2.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 24.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.108E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 206457.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 206457.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.70 < D_pt [m]: 8.30 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.473 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.473 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 773. pi B_eq * B_eq /4 [m^2]: 242. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 187175.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 187175.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 17.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.70 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12195.74 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.473 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3087491E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.6 lambda = D/B_eq [-]: 0.883 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.55 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 242. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 434597.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 434597.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 Rs_pt [kN]: 29801.79 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14811.32 dW_pt_fun: END --- > < z_tip_verify [m]: 4.60 D [m]: 2.70 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 206457.4 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 174980.1 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 24.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.108E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 206457.4 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.70 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.70 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.60 D_B_eq_sub: < --- BEGIN D [m]: 2.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.60 z2 [m]: 2.70 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.70 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 174980.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 175422.3 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.60 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.80 < D_pt [m]: 2.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 25.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.112E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 210661.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 210661.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.80 < D_pt [m]: 8.30 < B_pt [m]: 17.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.475 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.5 lambda = D/B_eq [-]: 0.475 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 774. pi B_eq * B_eq /4 [m^2]: 240. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 185820.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 185820.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 17.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 17.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11887.15 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.475 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3052461E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.5 lambda = D/B_eq [-]: 0.886 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.55 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 240. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 431527.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 431527.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.5 Rs_pt [kN]: 29688.61 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14699.03 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.80 2.80 13.8 0.00 210661.2 0.000000 0.000000 1 0.000000 0.000000 210661.2 2 GSS 2.80 8.30 17.5 5.50 185820.3 0.000000 11887.15 2 11887.15 0.000000 173933.1 * 1 PTS>GSC 8.30 15.5 17.5 7.20 431527.5 29688.61 14699.03 3 26586.18 29688.61 434629.9 3 PTS>PTC>GSC > Qv_Dpt [kN]: 173933.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.80 < D_pt [m]: 2.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 25.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.112E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 210661.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 210661.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.80 < D_pt [m]: 8.30 < B_pt [m]: 17.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.475 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.5 lambda = D/B_eq [-]: 0.475 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 774. pi B_eq * B_eq /4 [m^2]: 240. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 185820.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 185820.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 17.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.80 < B_pt [m]: 17.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11887.15 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.475 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3052461E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.5 lambda = D/B_eq [-]: 0.886 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.55 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 240. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 431527.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 431527.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.5 Rs_pt [kN]: 29688.61 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14699.03 dW_pt_fun: END --- > < z_tip_verify [m]: 4.70 D [m]: 2.80 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 210661.2 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 173933.1 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 25.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.112E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 210661.2 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.80 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.80 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.70 D_B_eq_sub: < --- BEGIN D [m]: 2.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.70 z2 [m]: 2.80 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.80 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 173933.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 174375.3 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.70 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 2.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 2.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.90 < D_pt [m]: 2.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 26.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.116E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 214880.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 214880.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.90 < D_pt [m]: 8.30 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.476 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.476 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 774. pi B_eq * B_eq /4 [m^2]: 238. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 184469.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 184469.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 17.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11582.20 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.476 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3017698E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.890 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.55 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 238. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 428468.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 428468.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 Rs_pt [kN]: 29575.42 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14587.16 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 2.90 2.90 13.8 0.00 214880.1 0.000000 0.000000 1 0.000000 0.000000 214880.1 2 GSS 2.90 8.30 17.4 5.40 184469.6 0.000000 11582.20 2 11582.20 0.000000 172887.4 * 1 PTS>GSC 8.30 15.5 17.4 7.20 428468.0 29575.42 14587.16 3 26169.36 29575.42 431874.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 172887.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 2.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 2.90 < D_pt [m]: 2.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 2.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 26.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.116E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 214880.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 214880.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 2.90 < D_pt [m]: 8.30 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.476 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.476 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 6.99 su0 Nc0 [kPa]: 699. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 774. pi B_eq * B_eq /4 [m^2]: 238. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 184469.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 184469.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 17.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 2.90 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11582.20 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.476 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.3017698E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.890 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.55 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 238. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 428468.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 428468.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 Rs_pt [kN]: 29575.42 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14587.16 dW_pt_fun: END --- > < z_tip_verify [m]: 4.80 D [m]: 2.90 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 214880.1 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 172887.4 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 2.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 2.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 26.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.116E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 214880.1 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 2.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 2.90 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.90 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.80 D_B_eq_sub: < --- BEGIN D [m]: 2.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.80 z2 [m]: 2.90 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 2.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 2.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 2.90 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 172887.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 173329.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.80 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.00 < D_pt [m]: 3.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 27.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.120E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 219114.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 219114.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.00 < D_pt [m]: 8.30 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.478 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.478 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 774. pi B_eq * B_eq /4 [m^2]: 237. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 183123.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 183123.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 17.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11280.87 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.478 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2983199E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.893 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.56 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 237. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 425419.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 425419.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 Rs_pt [kN]: 29462.24 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14475.73 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.00 3.00 13.8 0.00 219114.0 0.000000 0.000000 1 0.000000 0.000000 219114.0 2 GSS 3.00 8.30 17.4 5.30 183123.7 0.000000 11280.87 2 11280.87 0.000000 171842.8 * 1 PTS>GSC 8.30 15.5 17.4 7.20 425419.2 29462.24 14475.73 3 25756.60 29462.24 429124.8 3 PTS>PTC>GSC > Qv_Dpt [kN]: 171842.8 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 4.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.00 < D_pt [m]: 3.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 27.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.120E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 219114.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 219114.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.00 < D_pt [m]: 8.30 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.478 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.478 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 774. pi B_eq * B_eq /4 [m^2]: 237. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 183123.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 183123.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 17.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.00 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11280.87 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.478 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2983199E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.4 lambda = D/B_eq [-]: 0.893 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.56 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 237. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 425419.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 425419.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 Rs_pt [kN]: 29462.24 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14475.73 dW_pt_fun: END --- > < z_tip_verify [m]: 4.90 D [m]: 3.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 219114.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 171842.8 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.06 p0 [kPa]: 27.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.120E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 219114.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 4.90 D_B_eq_sub: < --- BEGIN D [m]: 3.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 4.90 z2 [m]: 3.00 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 4.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 171842.8 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 172285.0 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 4.90 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.10 < D_pt [m]: 3.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 27.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.124E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 223362.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 223362.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.10 < D_pt [m]: 8.30 < B_pt [m]: 17.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.480 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.3 lambda = D/B_eq [-]: 0.480 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 235. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 181782.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 181782.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 17.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 17.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10983.15 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.480 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2948965E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.3 lambda = D/B_eq [-]: 0.897 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.56 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 235. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 422380.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 422380.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.3 Rs_pt [kN]: 29349.05 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14364.72 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.10 3.10 13.8 0.00 223362.8 0.000000 0.000000 1 0.000000 0.000000 223362.8 2 GSS 3.10 8.30 17.3 5.20 181782.7 0.000000 10983.15 2 10983.15 0.000000 170799.6 * 1 PTS>GSC 8.30 15.5 17.3 7.20 422380.9 29349.05 14364.72 3 25347.87 29349.05 426382.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 170799.6 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.00 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.10 < D_pt [m]: 3.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 27.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.124E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 223362.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 223362.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.10 < D_pt [m]: 8.30 < B_pt [m]: 17.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.480 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.3 lambda = D/B_eq [-]: 0.480 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 235. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 181782.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 181782.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 17.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.10 < B_pt [m]: 17.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10983.15 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.480 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2948965E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.3 lambda = D/B_eq [-]: 0.897 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.56 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 235. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 422380.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 422380.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.3 Rs_pt [kN]: 29349.05 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14364.72 dW_pt_fun: END --- > < z_tip_verify [m]: 5.00 D [m]: 3.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 223362.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 170799.6 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 27.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.124E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 223362.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.00 D_B_eq_sub: < --- BEGIN D [m]: 3.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.00 z2 [m]: 3.10 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.00 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 170799.6 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 171241.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.00 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.20 < D_pt [m]: 3.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 28.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.129E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 227626.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 227626.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.20 < D_pt [m]: 8.30 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.482 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.482 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 233. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 180446.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 180446.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 17.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10689.01 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.482 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2914993E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.900 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.57 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 233. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 419353.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 419353.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 Rs_pt [kN]: 29235.86 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14254.13 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.20 3.20 13.8 0.00 227626.3 0.000000 0.000000 1 0.000000 0.000000 227626.3 2 GSS 3.20 8.30 17.2 5.10 180446.6 0.000000 10689.01 2 10689.01 0.000000 169757.6 * 1 PTS>GSC 8.30 15.5 17.2 7.20 419353.3 29235.86 14254.13 3 24943.14 29235.86 423646.0 3 PTS>PTC>GSC > Qv_Dpt [kN]: 169757.6 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.10 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.20 < D_pt [m]: 3.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 28.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.129E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 227626.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 227626.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.20 < D_pt [m]: 8.30 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.482 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.482 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 233. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 180446.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 180446.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 17.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.20 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10689.01 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.482 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2914993E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.900 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.57 su0 Nc0 [kPa]: 0.166E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 233. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 419353.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 419353.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 Rs_pt [kN]: 29235.86 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14254.13 dW_pt_fun: END --- > < z_tip_verify [m]: 5.10 D [m]: 3.20 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 227626.3 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 169757.6 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 28.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.129E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 227626.3 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.20 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.20 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.10 D_B_eq_sub: < --- BEGIN D [m]: 3.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.10 z2 [m]: 3.20 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.10 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.20 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 169757.6 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 170199.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.10 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.30 < D_pt [m]: 3.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 29.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.133E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 231904.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 231904.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.30 < D_pt [m]: 8.30 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.484 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.484 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 231. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 179115.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 179115.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 17.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10398.44 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.484 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2881283E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.904 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.57 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 231. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 416336.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 416336.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 Rs_pt [kN]: 29122.68 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14143.98 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.30 3.30 13.8 0.00 231904.6 0.000000 0.000000 1 0.000000 0.000000 231904.6 2 GSS 3.30 8.30 17.2 5.00 179115.4 0.000000 10398.44 2 10398.44 0.000000 168716.9 * 1 PTS>GSC 8.30 15.5 17.2 7.20 416336.2 29122.68 14143.98 3 24542.42 29122.68 420916.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 168716.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.20 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.30 < D_pt [m]: 3.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 29.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.133E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 231904.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 231904.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.30 < D_pt [m]: 8.30 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.484 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.484 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.00 su0 Nc0 [kPa]: 700. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 231. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 179115.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 179115.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 17.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.30 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10398.44 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.484 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2881283E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.2 lambda = D/B_eq [-]: 0.904 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.57 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 231. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 416336.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 416336.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 Rs_pt [kN]: 29122.68 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14143.98 dW_pt_fun: END --- > < z_tip_verify [m]: 5.20 D [m]: 3.30 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 231904.6 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 168716.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 29.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.133E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 231904.6 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.30 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.30 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.20 D_B_eq_sub: < --- BEGIN D [m]: 3.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.20 z2 [m]: 3.30 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.20 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.30 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 168716.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 169159.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.20 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.40 < D_pt [m]: 3.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 30.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.137E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 236197.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 236197.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.40 < D_pt [m]: 8.30 < B_pt [m]: 17.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.486 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.1 lambda = D/B_eq [-]: 0.486 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 229. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 177789.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 177789.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 17.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 17.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10111.41 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.486 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2847835E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.1 lambda = D/B_eq [-]: 0.907 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.58 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 229. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 413329.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 413329.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.1 Rs_pt [kN]: 29009.49 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14034.25 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.40 3.40 13.8 0.00 236197.4 0.000000 0.000000 1 0.000000 0.000000 236197.4 2 GSS 3.40 8.30 17.1 4.90 177789.0 0.000000 10111.41 2 10111.41 0.000000 167677.6 * 1 PTS>GSC 8.30 15.5 17.1 7.20 413329.6 29009.49 14034.25 3 24145.66 29009.49 418193.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 167677.6 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.40 < D_pt [m]: 3.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 30.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.137E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 236197.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 236197.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.40 < D_pt [m]: 8.30 < B_pt [m]: 17.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.486 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.1 lambda = D/B_eq [-]: 0.486 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 775. pi B_eq * B_eq /4 [m^2]: 229. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 177789.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 177789.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 17.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.40 < B_pt [m]: 17.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10111.41 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.486 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2847835E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.1 lambda = D/B_eq [-]: 0.907 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.58 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 229. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 413329.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 413329.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.1 Rs_pt [kN]: 29009.49 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14034.25 dW_pt_fun: END --- > < z_tip_verify [m]: 5.30 D [m]: 3.40 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 236197.4 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 167677.6 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 30.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.137E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 236197.4 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.40 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.40 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.30 D_B_eq_sub: < --- BEGIN D [m]: 3.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.30 z2 [m]: 3.40 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.40 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 167677.6 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 168119.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.30 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.50 < D_pt [m]: 3.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 31.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.142E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 240504.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 240504.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.50 < D_pt [m]: 8.30 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.488 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.488 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 228. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 176467.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 176467.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 17.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9827.913 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.488 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2814646E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.911 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.58 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 228. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 410333.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 410333.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 Rs_pt [kN]: 28896.31 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13924.95 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.50 3.50 13.8 0.00 240504.8 0.000000 0.000000 1 0.000000 0.000000 240504.8 2 GSS 3.50 8.30 17.0 4.80 176467.5 0.000000 9827.913 2 9827.913 0.000000 166639.6 * 1 PTS>GSC 8.30 15.5 17.0 7.20 410333.7 28896.31 13924.95 3 23752.86 28896.31 415477.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 166639.6 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.50 < D_pt [m]: 3.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 31.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.142E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 240504.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 240504.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.50 < D_pt [m]: 8.30 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.488 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.488 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 228. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 176467.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 176467.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 17.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.50 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9827.913 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.488 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2814646E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.911 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.58 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 228. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 410333.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 410333.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 Rs_pt [kN]: 28896.31 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13924.95 dW_pt_fun: END --- > < z_tip_verify [m]: 5.40 D [m]: 3.50 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 240504.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 166639.6 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.07 p0 [kPa]: 31.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.142E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 240504.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.50 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.50 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.40 D_B_eq_sub: < --- BEGIN D [m]: 3.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.40 z2 [m]: 3.50 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.50 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 166639.6 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 167081.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.40 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.60 < D_pt [m]: 3.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 32.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.146E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 244826.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 244826.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.60 < D_pt [m]: 8.30 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.490 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.490 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 226. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 175150.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 175150.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 17.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9547.926 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.490 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2781716E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.914 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.58 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 226. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 407348.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 407348.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 Rs_pt [kN]: 28783.12 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13816.08 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.60 3.60 13.8 0.00 244826.5 0.000000 0.000000 1 0.000000 0.000000 244826.5 2 GSS 3.60 8.30 17.0 4.70 175150.9 0.000000 9547.926 2 9547.926 0.000000 165602.9 * 1 PTS>GSC 8.30 15.5 17.0 7.20 407348.3 28783.12 13816.08 3 23364.00 28783.12 412767.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 165602.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.60 < D_pt [m]: 3.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 32.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.146E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 244826.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 244826.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.60 < D_pt [m]: 8.30 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.490 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.490 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 226. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 175150.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 175150.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 17.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.60 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9547.926 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 17.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 17.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 17.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 17.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.490 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2781716E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 17.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 17.0 lambda = D/B_eq [-]: 0.914 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.58 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.180E+04 pi B_eq * B_eq /4 [m^2]: 226. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 407348.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 407348.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 Rs_pt [kN]: 28783.12 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 17.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13816.08 dW_pt_fun: END --- > < z_tip_verify [m]: 5.50 D [m]: 3.60 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 244826.5 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 165602.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 32.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.146E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 244826.5 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.60 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.60 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.50 D_B_eq_sub: < --- BEGIN D [m]: 3.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.50 z2 [m]: 3.60 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.60 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 165602.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 166045.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.50 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.70 < D_pt [m]: 3.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 33.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.150E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 249162.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 249162.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.70 < D_pt [m]: 8.30 < B_pt [m]: 16.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.492 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.9 lambda = D/B_eq [-]: 0.492 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 224. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 173839.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 173839.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 16.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 16.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9271.429 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.492 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2749044E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.9 lambda = D/B_eq [-]: 0.918 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.59 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 224. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 404373.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 404373.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.9 Rs_pt [kN]: 28669.94 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13707.63 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.70 3.70 13.8 0.00 249162.6 0.000000 0.000000 1 0.000000 0.000000 249162.6 2 GSS 3.70 8.30 16.9 4.60 173839.1 0.000000 9271.429 2 9271.429 0.000000 164567.7 * 1 PTS>GSC 8.30 15.5 16.9 7.20 404373.6 28669.94 13707.63 3 22979.06 28669.94 410064.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 164567.7 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.70 < D_pt [m]: 3.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 33.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.150E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 249162.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 249162.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.70 < D_pt [m]: 8.30 < B_pt [m]: 16.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.492 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.9 lambda = D/B_eq [-]: 0.492 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.01 su0 Nc0 [kPa]: 701. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 224. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 173839.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 173839.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 16.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.70 < B_pt [m]: 16.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9271.429 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.492 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2749044E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.9 lambda = D/B_eq [-]: 0.918 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.59 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 224. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 404373.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 404373.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.9 Rs_pt [kN]: 28669.94 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13707.63 dW_pt_fun: END --- > < z_tip_verify [m]: 5.60 D [m]: 3.70 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 249162.6 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 164567.7 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 33.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.150E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 249162.6 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.70 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.70 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.60 D_B_eq_sub: < --- BEGIN D [m]: 3.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.60 z2 [m]: 3.70 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.70 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 164567.7 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 165009.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.60 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.80 < D_pt [m]: 3.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 34.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.155E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 253512.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 253512.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.80 < D_pt [m]: 8.30 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.493 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.493 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.02 su0 Nc0 [kPa]: 702. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 222. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 172532.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 172532.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 16.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8998.404 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.493 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2716628E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.922 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.59 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 222. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 401409.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 401409.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 Rs_pt [kN]: 28556.75 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13599.61 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.80 3.80 13.8 0.00 253512.9 0.000000 0.000000 1 0.000000 0.000000 253512.9 2 GSS 3.80 8.30 16.8 4.50 172532.2 0.000000 8998.404 2 8998.404 0.000000 163533.8 * 1 PTS>GSC 8.30 15.5 16.8 7.20 401409.4 28556.75 13599.61 3 22598.02 28556.75 407368.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 163533.8 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.80 < D_pt [m]: 3.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 34.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.155E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 253512.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 253512.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.80 < D_pt [m]: 8.30 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.493 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.493 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.02 su0 Nc0 [kPa]: 702. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 776. pi B_eq * B_eq /4 [m^2]: 222. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 172532.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 172532.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 16.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.80 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8998.404 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.493 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2716628E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.922 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.59 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 222. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 401409.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 401409.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 Rs_pt [kN]: 28556.75 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13599.61 dW_pt_fun: END --- > < z_tip_verify [m]: 5.70 D [m]: 3.80 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 253512.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 163533.8 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 34.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.155E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 253512.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.80 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.80 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.70 D_B_eq_sub: < --- BEGIN D [m]: 3.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.70 z2 [m]: 3.80 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.80 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 163533.8 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 163976.0 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.70 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 3.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 3.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.90 < D_pt [m]: 3.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 35.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.159E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 257877.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 257877.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.90 < D_pt [m]: 8.30 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.495 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.495 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.02 su0 Nc0 [kPa]: 702. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 777. pi B_eq * B_eq /4 [m^2]: 220. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 171230.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 171230.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 16.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8728.831 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.495 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2684469E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.925 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.60 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 220. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 398455.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 398455.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 Rs_pt [kN]: 28443.56 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13492.02 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 3.90 3.90 13.8 0.00 257877.3 0.000000 0.000000 1 0.000000 0.000000 257877.3 2 GSS 3.90 8.30 16.8 4.40 171230.2 0.000000 8728.831 2 8728.831 0.000000 162501.3 * 1 PTS>GSC 8.30 15.5 16.8 7.20 398455.8 28443.56 13492.02 3 22220.85 28443.56 404678.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 162501.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 3.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 3.90 < D_pt [m]: 3.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 3.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 35.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.159E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 257877.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 257877.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 3.90 < D_pt [m]: 8.30 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.495 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.495 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.02 su0 Nc0 [kPa]: 702. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 777. pi B_eq * B_eq /4 [m^2]: 220. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 171230.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 171230.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 16.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 3.90 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8728.831 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.495 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2684469E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.8 lambda = D/B_eq [-]: 0.925 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.60 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 220. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 398455.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 398455.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 Rs_pt [kN]: 28443.56 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13492.02 dW_pt_fun: END --- > < z_tip_verify [m]: 5.80 D [m]: 3.90 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 257877.3 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 162501.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 3.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 3.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 35.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.159E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 257877.3 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 3.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 3.90 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.90 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.80 D_B_eq_sub: < --- BEGIN D [m]: 3.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.80 z2 [m]: 3.90 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 3.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 3.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 3.90 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 162501.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 162943.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.80 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.00 < D_pt [m]: 4.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 36.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.163E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 262255.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 262255.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.00 < D_pt [m]: 8.30 < B_pt [m]: 16.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.497 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.7 lambda = D/B_eq [-]: 0.497 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.02 su0 Nc0 [kPa]: 702. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 777. pi B_eq * B_eq /4 [m^2]: 219. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 169933.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 169933.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 16.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 16.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8462.693 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.497 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2652564E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.7 lambda = D/B_eq [-]: 0.929 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.60 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 219. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 395512.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 395512.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.7 Rs_pt [kN]: 28330.38 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13384.86 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.00 4.00 13.8 0.00 262255.6 0.000000 0.000000 1 0.000000 0.000000 262255.6 2 GSS 4.00 8.30 16.7 4.30 169933.0 0.000000 8462.693 2 8462.693 0.000000 161470.3 * 1 PTS>GSC 8.30 15.5 16.7 7.20 395512.8 28330.38 13384.86 3 21847.55 28330.38 401995.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 161470.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 5.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.00 < D_pt [m]: 4.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 36.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.163E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 262255.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 262255.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.00 < D_pt [m]: 8.30 < B_pt [m]: 16.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.497 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.7 lambda = D/B_eq [-]: 0.497 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.02 su0 Nc0 [kPa]: 702. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 777. pi B_eq * B_eq /4 [m^2]: 219. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 169933.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 169933.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 16.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.00 < B_pt [m]: 16.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8462.693 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.497 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2652564E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.7 lambda = D/B_eq [-]: 0.929 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.60 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 219. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 395512.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 395512.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.7 Rs_pt [kN]: 28330.38 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13384.86 dW_pt_fun: END --- > < z_tip_verify [m]: 5.90 D [m]: 4.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 262255.6 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 161470.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.08 p0 [kPa]: 36.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.163E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 262255.6 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 5.90 D_B_eq_sub: < --- BEGIN D [m]: 4.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 5.90 z2 [m]: 4.00 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 5.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 161470.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 161912.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 5.90 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.10 < D_pt [m]: 4.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 36.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.168E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 266647.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 266647.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.10 < D_pt [m]: 8.30 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.499 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.499 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.03 su0 Nc0 [kPa]: 703. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 777. pi B_eq * B_eq /4 [m^2]: 217. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 168640.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 168640.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 16.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8199.971 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.499 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2620913E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.933 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.61 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 217. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 392580.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 392580.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 Rs_pt [kN]: 28217.19 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13278.12 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.10 4.10 13.8 0.00 266647.9 0.000000 0.000000 1 0.000000 0.000000 266647.9 2 GSS 4.10 8.30 16.6 4.20 168640.7 0.000000 8199.971 2 8199.971 0.000000 160440.8 * 1 PTS>GSC 8.30 15.5 16.6 7.20 392580.3 28217.19 13278.12 3 21478.09 28217.19 399319.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 160440.8 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.00 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.10 < D_pt [m]: 4.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 36.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.168E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 266647.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 266647.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.10 < D_pt [m]: 8.30 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.499 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.499 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.03 su0 Nc0 [kPa]: 703. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 777. pi B_eq * B_eq /4 [m^2]: 217. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 168640.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 168640.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 16.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.10 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 8199.971 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.499 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2620913E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.933 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.61 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 217. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 392580.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 392580.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 Rs_pt [kN]: 28217.19 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13278.12 dW_pt_fun: END --- > < z_tip_verify [m]: 6.00 D [m]: 4.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 266647.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 160440.8 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 36.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.168E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 266647.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.00 D_B_eq_sub: < --- BEGIN D [m]: 4.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.00 z2 [m]: 4.10 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.00 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 160440.8 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 160883.0 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.00 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.20 < D_pt [m]: 4.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 37.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.172E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 271054.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 271054.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.20 < D_pt [m]: 8.30 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.501 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.501 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.03 su0 Nc0 [kPa]: 703. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 778. pi B_eq * B_eq /4 [m^2]: 215. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 167353.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 167353.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 16.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7940.644 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.501 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2589515E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.936 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.61 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 215. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 389658.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 389658.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 Rs_pt [kN]: 28104.01 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13171.81 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.20 4.20 13.8 0.00 271054.0 0.000000 0.000000 1 0.000000 0.000000 271054.0 2 GSS 4.20 8.30 16.6 4.10 167353.3 0.000000 7940.644 2 7940.644 0.000000 159412.7 * 1 PTS>GSC 8.30 15.5 16.6 7.20 389658.5 28104.01 13171.81 3 21112.46 28104.01 396650.0 3 PTS>PTC>GSC > Qv_Dpt [kN]: 159412.7 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.10 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.20 < D_pt [m]: 4.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 37.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.172E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 271054.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 271054.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.20 < D_pt [m]: 8.30 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.501 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.501 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.03 su0 Nc0 [kPa]: 703. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 778. pi B_eq * B_eq /4 [m^2]: 215. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 167353.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 167353.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 16.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.20 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7940.644 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.501 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2589515E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.6 lambda = D/B_eq [-]: 0.936 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.61 su0 Nc0 [kPa]: 0.167E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 215. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 389658.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 389658.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 Rs_pt [kN]: 28104.01 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13171.81 dW_pt_fun: END --- > < z_tip_verify [m]: 6.10 D [m]: 4.20 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 271054.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 159412.7 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 37.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.172E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 271054.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.20 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.20 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.10 D_B_eq_sub: < --- BEGIN D [m]: 4.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.10 z2 [m]: 4.20 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.10 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.20 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 159412.7 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 159854.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.10 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.30 < D_pt [m]: 4.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 38.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.177E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 275473.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 275473.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.30 < D_pt [m]: 8.30 < B_pt [m]: 16.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.503 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.5 lambda = D/B_eq [-]: 0.503 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.03 su0 Nc0 [kPa]: 703. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 778. pi B_eq * B_eq /4 [m^2]: 213. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 166070.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 166070.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 16.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 16.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7684.696 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.503 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2558369E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.5 lambda = D/B_eq [-]: 0.940 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.62 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 213. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 386747.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 386747.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.5 Rs_pt [kN]: 27990.82 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13065.93 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.30 4.30 13.8 0.00 275473.7 0.000000 0.000000 1 0.000000 0.000000 275473.7 2 GSS 4.30 8.30 16.5 4.00 166070.8 0.000000 7684.696 2 7684.696 0.000000 158386.1 * 1 PTS>GSC 8.30 15.5 16.5 7.20 386747.2 27990.82 13065.93 3 20750.62 27990.82 393987.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 158386.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.20 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.30 < D_pt [m]: 4.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 38.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.177E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 275473.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 275473.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.30 < D_pt [m]: 8.30 < B_pt [m]: 16.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.503 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.5 lambda = D/B_eq [-]: 0.503 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.03 su0 Nc0 [kPa]: 703. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 778. pi B_eq * B_eq /4 [m^2]: 213. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 166070.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 166070.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 16.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.30 < B_pt [m]: 16.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7684.696 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.503 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2558369E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.5 lambda = D/B_eq [-]: 0.940 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.62 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 213. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 386747.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 386747.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.5 Rs_pt [kN]: 27990.82 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13065.93 dW_pt_fun: END --- > < z_tip_verify [m]: 6.20 D [m]: 4.30 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 275473.7 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 158386.1 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 38.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.177E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 275473.7 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.30 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.30 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.20 D_B_eq_sub: < --- BEGIN D [m]: 4.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.20 z2 [m]: 4.30 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.20 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.30 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 158386.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 158828.3 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.20 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.40 < D_pt [m]: 4.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 39.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.181E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 279907.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 279907.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.40 < D_pt [m]: 8.30 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.505 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.505 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 778. pi B_eq * B_eq /4 [m^2]: 212. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 164793.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 164793.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 16.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7432.106 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.505 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2527474E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.944 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.62 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 212. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 383846.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 383846.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 Rs_pt [kN]: 27877.64 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12960.47 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.40 4.40 13.8 0.00 279907.0 0.000000 0.000000 1 0.000000 0.000000 279907.0 2 GSS 4.40 8.30 16.4 3.90 164793.1 0.000000 7432.106 2 7432.106 0.000000 157361.0 * 1 PTS>GSC 8.30 15.5 16.4 7.20 383846.6 27877.64 12960.47 3 20392.58 27877.64 391331.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 157361.0 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.40 < D_pt [m]: 4.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 39.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.181E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 279907.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 279907.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.40 < D_pt [m]: 8.30 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.505 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.505 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 778. pi B_eq * B_eq /4 [m^2]: 212. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 164793.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 164793.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 16.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.40 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7432.106 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.505 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2527474E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.944 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.62 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 212. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 383846.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 383846.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 Rs_pt [kN]: 27877.64 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12960.47 dW_pt_fun: END --- > < z_tip_verify [m]: 6.30 D [m]: 4.40 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 279907.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 157361.0 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 39.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.181E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 279907.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.40 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.40 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.30 D_B_eq_sub: < --- BEGIN D [m]: 4.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.30 z2 [m]: 4.40 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.40 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 157361.0 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 157803.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.30 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.50 < D_pt [m]: 4.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 40.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.185E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 284353.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 284353.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.50 < D_pt [m]: 8.30 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.508 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.508 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 210. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 163520.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 163520.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 16.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7182.856 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.508 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2496828E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.948 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.63 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 210. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 380956.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 380956.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 Rs_pt [kN]: 27764.45 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12855.45 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.50 4.50 13.8 0.00 284353.7 0.000000 0.000000 1 0.000000 0.000000 284353.7 2 GSS 4.50 8.30 16.4 3.80 163520.3 0.000000 7182.856 2 7182.856 0.000000 156337.5 * 1 PTS>GSC 8.30 15.5 16.4 7.20 380956.5 27764.45 12855.45 3 20038.30 27764.45 388682.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 156337.5 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.50 < D_pt [m]: 4.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 40.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.185E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 284353.7 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 284353.7 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.50 < D_pt [m]: 8.30 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.508 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.508 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 210. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 163520.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 163520.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 16.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.50 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 7182.856 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.508 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2496828E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.4 lambda = D/B_eq [-]: 0.948 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.63 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 210. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 380956.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 380956.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 Rs_pt [kN]: 27764.45 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12855.45 dW_pt_fun: END --- > < z_tip_verify [m]: 6.40 D [m]: 4.50 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 284353.7 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 156337.5 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.09 p0 [kPa]: 40.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.185E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 284353.7 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.50 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.50 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.40 D_B_eq_sub: < --- BEGIN D [m]: 4.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.40 z2 [m]: 4.50 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.50 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 156337.5 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 156779.7 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.40 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.60 < D_pt [m]: 4.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 41.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.190E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 288813.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 288813.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.60 < D_pt [m]: 8.30 < B_pt [m]: 16.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.510 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.3 lambda = D/B_eq [-]: 0.510 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 208. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 162252.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 162252.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 16.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 16.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6936.927 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.510 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2466431E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.3 lambda = D/B_eq [-]: 0.952 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.63 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 208. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 378077.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 378077.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.3 Rs_pt [kN]: 27651.26 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12750.85 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.60 4.60 13.8 0.00 288813.8 0.000000 0.000000 1 0.000000 0.000000 288813.8 2 GSS 4.60 8.30 16.3 3.70 162252.4 0.000000 6936.927 2 6936.927 0.000000 155315.5 * 1 PTS>GSC 8.30 15.5 16.3 7.20 378077.0 27651.26 12750.85 3 19687.77 27651.26 386040.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 155315.5 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.60 < D_pt [m]: 4.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 41.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.190E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 288813.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 288813.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.60 < D_pt [m]: 8.30 < B_pt [m]: 16.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.510 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.3 lambda = D/B_eq [-]: 0.510 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 208. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 162252.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 162252.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 16.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.60 < B_pt [m]: 16.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6936.927 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.510 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2466431E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.3 lambda = D/B_eq [-]: 0.952 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.63 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.181E+04 pi B_eq * B_eq /4 [m^2]: 208. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 378077.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 378077.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.3 Rs_pt [kN]: 27651.26 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12750.85 dW_pt_fun: END --- > < z_tip_verify [m]: 6.50 D [m]: 4.60 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 288813.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 155315.5 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 41.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.190E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 288813.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.60 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.60 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.50 D_B_eq_sub: < --- BEGIN D [m]: 4.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.50 z2 [m]: 4.60 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.60 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 155315.5 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 155757.7 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.50 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.70 < D_pt [m]: 4.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 42.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.194E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 293287.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 293287.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.70 < D_pt [m]: 8.30 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.512 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.512 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 207. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 160989.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 160989.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 16.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6694.300 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.512 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2436282E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.956 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.64 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 207. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 375208.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 375208.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 Rs_pt [kN]: 27538.08 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12646.67 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.70 4.70 13.8 0.00 293287.1 0.000000 0.000000 1 0.000000 0.000000 293287.1 2 GSS 4.70 8.30 16.2 3.60 160989.3 0.000000 6694.300 2 6694.300 0.000000 154295.0 * 1 PTS>GSC 8.30 15.5 16.2 7.20 375208.1 27538.08 12646.67 3 19340.97 27538.08 383405.2 3 PTS>PTC>GSC > Qv_Dpt [kN]: 154295.0 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.70 < D_pt [m]: 4.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 42.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.194E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 293287.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 293287.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.70 < D_pt [m]: 8.30 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.512 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.512 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.04 su0 Nc0 [kPa]: 704. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 207. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 160989.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 160989.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 16.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.70 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6694.300 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.512 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2436282E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.956 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.64 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 207. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 375208.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 375208.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 Rs_pt [kN]: 27538.08 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12646.67 dW_pt_fun: END --- > < z_tip_verify [m]: 6.60 D [m]: 4.70 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 293287.1 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 154295.0 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 42.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.194E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 293287.1 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.70 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.70 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.60 D_B_eq_sub: < --- BEGIN D [m]: 4.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.60 z2 [m]: 4.70 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.70 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 154295.0 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 154737.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.60 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.80 < D_pt [m]: 4.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 43.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.199E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 297773.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 297773.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.80 < D_pt [m]: 8.30 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.514 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.514 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.05 su0 Nc0 [kPa]: 705. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 205. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 159731.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 159731.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 16.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6454.957 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.514 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2406379E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.960 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.64 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 205. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 372349.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 372349.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 Rs_pt [kN]: 27424.89 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12542.93 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.80 4.80 13.8 0.00 297773.5 0.000000 0.000000 1 0.000000 0.000000 297773.5 2 GSS 4.80 8.30 16.2 3.50 159731.2 0.000000 6454.957 2 6454.957 0.000000 153276.2 * 1 PTS>GSC 8.30 15.5 16.2 7.20 372349.8 27424.89 12542.93 3 18997.88 27424.89 380776.8 3 PTS>PTC>GSC > Qv_Dpt [kN]: 153276.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.80 < D_pt [m]: 4.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 43.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.199E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 297773.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 297773.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.80 < D_pt [m]: 8.30 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.514 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.514 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.05 su0 Nc0 [kPa]: 705. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 779. pi B_eq * B_eq /4 [m^2]: 205. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 159731.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 159731.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 16.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.80 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6454.957 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.514 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2406379E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.2 lambda = D/B_eq [-]: 0.960 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.64 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 205. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 372349.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 372349.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 Rs_pt [kN]: 27424.89 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12542.93 dW_pt_fun: END --- > < z_tip_verify [m]: 6.70 D [m]: 4.80 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 297773.5 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 153276.2 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 9.00 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 43.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.989E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.199E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 297773.5 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.80 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.80 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.70 D_B_eq_sub: < --- BEGIN D [m]: 4.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.70 z2 [m]: 4.80 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.80 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 153276.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 153718.4 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.70 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 4.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 4.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.90 < D_pt [m]: 4.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.99 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 44.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.988E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.203E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 302179.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 302179.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.90 < D_pt [m]: 8.30 < B_pt [m]: 16.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.516 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.1 lambda = D/B_eq [-]: 0.516 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.05 su0 Nc0 [kPa]: 705. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 780. pi B_eq * B_eq /4 [m^2]: 203. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 158477.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 158477.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 16.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 16.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6218.878 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.516 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2376723E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.1 lambda = D/B_eq [-]: 0.964 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.65 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 203. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 369502.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 369502.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.1 Rs_pt [kN]: 27311.71 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12439.61 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 4.90 4.90 13.8 0.00 302179.9 0.000000 0.000000 1 0.000000 0.000000 302179.9 2 GSS 4.90 8.30 16.1 3.40 158477.9 0.000000 6218.878 2 6218.878 0.000000 152259.0 * 1 PTS>GSC 8.30 15.5 16.1 7.20 369502.1 27311.71 12439.61 3 18658.49 27311.71 378155.3 3 PTS>PTC>GSC > Qv_Dpt [kN]: 152259.0 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 4.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 4.90 < D_pt [m]: 4.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 4.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.99 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 44.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.988E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.203E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 302179.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 302179.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 4.90 < D_pt [m]: 8.30 < B_pt [m]: 16.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.516 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.1 lambda = D/B_eq [-]: 0.516 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.05 su0 Nc0 [kPa]: 705. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 780. pi B_eq * B_eq /4 [m^2]: 203. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 158477.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 158477.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 16.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 4.90 < B_pt [m]: 16.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 6218.878 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.516 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2376723E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.1 lambda = D/B_eq [-]: 0.964 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.65 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 203. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 369502.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 369502.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.1 Rs_pt [kN]: 27311.71 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12439.61 dW_pt_fun: END --- > < z_tip_verify [m]: 6.80 D [m]: 4.90 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 302179.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 152259.0 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 4.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 4.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.99 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 44.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.988E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.203E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 302179.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 4.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 4.90 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 4.90 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.80 D_B_eq_sub: < --- BEGIN D [m]: 4.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.80 z2 [m]: 4.90 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 4.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 4.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 4.90 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 152259.0 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 152701.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.80 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.00 < D_pt [m]: 5.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.98 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 45.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.986E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.208E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 306534.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 306534.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.00 < D_pt [m]: 8.30 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.518 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.518 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.05 su0 Nc0 [kPa]: 705. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 780. pi B_eq * B_eq /4 [m^2]: 202. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 157229.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 157229.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 16.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5986.044 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.518 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2347311E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.968 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.65 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 202. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 366664.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 366664.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 Rs_pt [kN]: 27198.52 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12336.72 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.00 5.00 13.8 0.00 306534.8 0.000000 0.000000 1 0.000000 0.000000 306534.8 2 GSS 5.00 8.30 16.0 3.30 157229.4 0.000000 5986.044 2 5986.044 0.000000 151243.4 * 1 PTS>GSC 8.30 15.5 16.0 7.20 366664.9 27198.52 12336.72 3 18322.76 27198.52 375540.7 3 PTS>PTC>GSC > Qv_Dpt [kN]: 151243.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 6.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.00 < D_pt [m]: 5.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.98 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 45.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.986E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.208E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 306534.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 306534.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.00 < D_pt [m]: 8.30 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.518 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.518 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.05 su0 Nc0 [kPa]: 705. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 780. pi B_eq * B_eq /4 [m^2]: 202. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 157229.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 157229.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 16.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.00 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5986.044 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.518 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2347311E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.968 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.65 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 202. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 366664.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 366664.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 Rs_pt [kN]: 27198.52 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12336.72 dW_pt_fun: END --- > < z_tip_verify [m]: 6.90 D [m]: 5.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 306534.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 151243.4 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.98 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.10 p0 [kPa]: 45.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.986E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.208E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 306534.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 6.90 D_B_eq_sub: < --- BEGIN D [m]: 5.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 6.90 z2 [m]: 5.00 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 6.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 151243.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 151685.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 6.90 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.10 < D_pt [m]: 5.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.96 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 45.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.985E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.212E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 310906.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 310906.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.10 < D_pt [m]: 8.30 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.520 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.520 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.06 su0 Nc0 [kPa]: 706. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 780. pi B_eq * B_eq /4 [m^2]: 200. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 155985.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 155985.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 16.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5756.438 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.520 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2318142E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.972 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.66 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 200. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 363838.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 363838.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 Rs_pt [kN]: 27085.34 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12234.25 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.10 5.10 13.8 0.00 310906.0 0.000000 0.000000 1 0.000000 0.000000 310906.0 2 GSS 5.10 8.30 16.0 3.20 155985.8 0.000000 5756.438 2 5756.438 0.000000 150229.4 * 1 PTS>GSC 8.30 15.5 16.0 7.20 363838.4 27085.34 12234.25 3 17990.69 27085.34 372933.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 150229.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.00 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.10 < D_pt [m]: 5.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.96 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 45.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.985E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.212E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 310906.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 310906.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.10 < D_pt [m]: 8.30 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.520 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.520 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.06 su0 Nc0 [kPa]: 706. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 780. pi B_eq * B_eq /4 [m^2]: 200. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 155985.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 155985.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 16.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.10 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5756.438 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 16.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 16.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 16.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 16.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.520 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2318142E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 16.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 16.0 lambda = D/B_eq [-]: 0.972 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.66 su0 Nc0 [kPa]: 0.168E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 200. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 363838.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 363838.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 Rs_pt [kN]: 27085.34 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 16.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12234.25 dW_pt_fun: END --- > < z_tip_verify [m]: 7.00 D [m]: 5.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 310906.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 150229.4 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.96 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 45.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.985E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.212E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 310906.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.00 D_B_eq_sub: < --- BEGIN D [m]: 5.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.00 z2 [m]: 5.10 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.00 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 150229.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 150671.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.00 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.20 < D_pt [m]: 5.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.95 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 46.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.983E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.217E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 315286.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 315286.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.20 < D_pt [m]: 8.30 < B_pt [m]: 15.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.522 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.9 lambda = D/B_eq [-]: 0.522 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.06 su0 Nc0 [kPa]: 706. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 781. pi B_eq * B_eq /4 [m^2]: 198. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 154747.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 154747.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 15.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 15.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5530.040 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.522 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2289216E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.9 lambda = D/B_eq [-]: 0.976 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.66 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 198. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 361022.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 361022.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.9 Rs_pt [kN]: 26972.15 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12132.22 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.20 5.20 13.8 0.00 315286.3 0.000000 0.000000 1 0.000000 0.000000 315286.3 2 GSS 5.20 8.30 15.9 3.10 154747.1 0.000000 5530.040 2 5530.040 0.000000 149217.1 * 1 PTS>GSC 8.30 15.5 15.9 7.20 361022.5 26972.15 12132.22 3 17662.26 26972.15 370332.4 3 PTS>PTC>GSC > Qv_Dpt [kN]: 149217.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.10 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.20 < D_pt [m]: 5.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.95 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 46.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.983E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.217E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 315286.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 315286.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.20 < D_pt [m]: 8.30 < B_pt [m]: 15.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.522 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.9 lambda = D/B_eq [-]: 0.522 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.06 su0 Nc0 [kPa]: 706. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 781. pi B_eq * B_eq /4 [m^2]: 198. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 154747.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 154747.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 15.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.20 < B_pt [m]: 15.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5530.040 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.522 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2289216E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.9 lambda = D/B_eq [-]: 0.976 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.66 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 198. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 361022.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 361022.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.9 Rs_pt [kN]: 26972.15 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12132.22 dW_pt_fun: END --- > < z_tip_verify [m]: 7.10 D [m]: 5.20 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 315286.3 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 149217.1 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.95 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 46.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.983E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.217E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 315286.3 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.20 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.20 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.10 D_B_eq_sub: < --- BEGIN D [m]: 5.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.10 z2 [m]: 5.20 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.10 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.20 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 149217.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 149659.3 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.10 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.30 < D_pt [m]: 5.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.93 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 47.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.982E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.222E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 319672.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 319672.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.30 < D_pt [m]: 8.30 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.525 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.525 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.06 su0 Nc0 [kPa]: 706. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 781. pi B_eq * B_eq /4 [m^2]: 197. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 153513.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 153513.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 15.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5306.830 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.525 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2260532E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.980 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.67 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 197. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 358217.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 358217.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 Rs_pt [kN]: 26858.96 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12030.61 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.30 5.30 13.8 0.00 319672.0 0.000000 0.000000 1 0.000000 0.000000 319672.0 2 GSS 5.30 8.30 15.8 3.00 153513.3 0.000000 5306.830 2 5306.830 0.000000 148206.5 * 1 PTS>GSC 8.30 15.5 15.8 7.20 358217.2 26858.96 12030.61 3 17337.44 26858.96 367738.7 3 PTS>PTC>GSC > Qv_Dpt [kN]: 148206.5 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.20 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.30 < D_pt [m]: 5.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.93 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 47.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.982E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.222E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 319672.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 319672.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.30 < D_pt [m]: 8.30 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.525 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.525 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.06 su0 Nc0 [kPa]: 706. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 781. pi B_eq * B_eq /4 [m^2]: 197. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 153513.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 153513.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 15.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.30 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5306.830 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.525 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2260532E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.980 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.67 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 197. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 358217.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 358217.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 Rs_pt [kN]: 26858.96 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12030.61 dW_pt_fun: END --- > < z_tip_verify [m]: 7.20 D [m]: 5.30 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 319672.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 148206.5 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.93 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 47.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.982E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.222E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 319672.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.30 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.30 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.20 D_B_eq_sub: < --- BEGIN D [m]: 5.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.20 z2 [m]: 5.30 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.20 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.30 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 148206.5 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 148648.7 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.20 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.40 < D_pt [m]: 5.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.92 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 48.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.980E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.226E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 324077.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 324077.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.40 < D_pt [m]: 8.30 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.527 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.527 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.07 su0 Nc0 [kPa]: 707. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 781. pi B_eq * B_eq /4 [m^2]: 195. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 152284.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 152284.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 15.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5086.791 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.527 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2232089E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.984 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.67 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 195. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 355422.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 355422.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 Rs_pt [kN]: 26745.78 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11929.42 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.40 5.40 13.8 0.00 324077.2 0.000000 0.000000 1 0.000000 0.000000 324077.2 2 GSS 5.40 8.30 15.8 2.90 152284.4 0.000000 5086.791 2 5086.791 0.000000 147197.6 * 1 PTS>GSC 8.30 15.5 15.8 7.20 355422.4 26745.78 11929.42 3 17016.22 26745.78 365152.0 3 PTS>PTC>GSC > Qv_Dpt [kN]: 147197.6 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.40 < D_pt [m]: 5.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.92 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 48.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.980E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.226E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 324077.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 324077.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.40 < D_pt [m]: 8.30 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.527 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.527 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.07 su0 Nc0 [kPa]: 707. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 781. pi B_eq * B_eq /4 [m^2]: 195. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 152284.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 152284.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 15.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.40 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 5086.791 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.527 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2232089E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.8 lambda = D/B_eq [-]: 0.984 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.67 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 195. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 355422.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 355422.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 Rs_pt [kN]: 26745.78 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11929.42 dW_pt_fun: END --- > < z_tip_verify [m]: 7.30 D [m]: 5.40 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 324077.2 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 147197.6 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.92 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 48.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.980E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.226E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 324077.2 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.40 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.40 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.30 D_B_eq_sub: < --- BEGIN D [m]: 5.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.30 z2 [m]: 5.40 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.40 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 147197.6 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 147639.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.30 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.50 < D_pt [m]: 5.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.91 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 49.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.978E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.231E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 328498.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 328498.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.50 < D_pt [m]: 8.30 < B_pt [m]: 15.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.529 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.7 lambda = D/B_eq [-]: 0.529 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.07 su0 Nc0 [kPa]: 707. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 782. pi B_eq * B_eq /4 [m^2]: 193. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 151060.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 151060.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 15.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 15.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4869.903 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.529 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2203885E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.7 lambda = D/B_eq [-]: 0.988 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.68 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 193. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 352638.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 352638.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.7 Rs_pt [kN]: 26632.59 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11828.67 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.50 5.50 13.8 0.00 328498.2 0.000000 0.000000 1 0.000000 0.000000 328498.2 2 GSS 5.50 8.30 15.7 2.80 151060.3 0.000000 4869.903 2 4869.903 0.000000 146190.4 * 1 PTS>GSC 8.30 15.5 15.7 7.20 352638.3 26632.59 11828.67 3 16698.57 26632.59 362572.3 3 PTS>PTC>GSC > Qv_Dpt [kN]: 146190.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.50 < D_pt [m]: 5.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.91 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 49.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.978E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.231E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 328498.2 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 328498.2 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.50 < D_pt [m]: 8.30 < B_pt [m]: 15.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.529 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.7 lambda = D/B_eq [-]: 0.529 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.07 su0 Nc0 [kPa]: 707. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 782. pi B_eq * B_eq /4 [m^2]: 193. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 151060.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 151060.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 15.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.50 < B_pt [m]: 15.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4869.903 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.529 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2203885E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.7 lambda = D/B_eq [-]: 0.988 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.68 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.182E+04 pi B_eq * B_eq /4 [m^2]: 193. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 352638.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 352638.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.7 Rs_pt [kN]: 26632.59 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11828.67 dW_pt_fun: END --- > < z_tip_verify [m]: 7.40 D [m]: 5.50 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 328498.2 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 146190.4 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.91 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.11 p0 [kPa]: 49.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.978E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.231E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 328498.2 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.50 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.50 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.40 D_B_eq_sub: < --- BEGIN D [m]: 5.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.40 z2 [m]: 5.50 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.50 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 146190.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 146632.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.40 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.60 < D_pt [m]: 5.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.89 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 50.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.977E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.235E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 332927.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 332927.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.60 < D_pt [m]: 8.30 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.531 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.531 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.07 su0 Nc0 [kPa]: 707. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 782. pi B_eq * B_eq /4 [m^2]: 192. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 149841.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 149841.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 15.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4656.148 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.531 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2175920E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.992 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.68 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 192. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 349864.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 349864.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 Rs_pt [kN]: 26519.41 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11728.34 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.60 5.60 13.8 0.00 332927.9 0.000000 0.000000 1 0.000000 0.000000 332927.9 2 GSS 5.60 8.30 15.6 2.70 149841.1 0.000000 4656.148 2 4656.148 0.000000 145184.9 * 1 PTS>GSC 8.30 15.5 15.6 7.20 349864.7 26519.41 11728.34 3 16384.49 26519.41 359999.6 3 PTS>PTC>GSC > Qv_Dpt [kN]: 145184.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.60 < D_pt [m]: 5.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.89 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 50.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.977E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.235E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 332927.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 332927.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.60 < D_pt [m]: 8.30 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.531 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.531 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.07 su0 Nc0 [kPa]: 707. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 782. pi B_eq * B_eq /4 [m^2]: 192. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 149841.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 149841.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 15.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.60 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4656.148 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.531 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2175920E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.992 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.68 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 192. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 349864.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 349864.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 Rs_pt [kN]: 26519.41 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11728.34 dW_pt_fun: END --- > < z_tip_verify [m]: 7.50 D [m]: 5.60 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 332927.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 145184.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.89 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 50.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.977E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.235E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 332927.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.60 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.60 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.50 D_B_eq_sub: < --- BEGIN D [m]: 5.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.50 z2 [m]: 5.60 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.60 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 145184.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 145627.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.50 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.70 < D_pt [m]: 5.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.88 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 51.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.975E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.240E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 337355.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 337355.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.70 < D_pt [m]: 8.30 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.534 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.534 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.08 su0 Nc0 [kPa]: 708. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 782. pi B_eq * B_eq /4 [m^2]: 190. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 148626.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 148626.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 15.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4445.507 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.534 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2148192E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.997 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.69 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 190. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 347101.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 347101.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 Rs_pt [kN]: 26406.22 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11628.44 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.70 5.70 13.8 0.00 337355.3 0.000000 0.000000 1 0.000000 0.000000 337355.3 2 GSS 5.70 8.30 15.6 2.60 148626.7 0.000000 4445.507 2 4445.507 0.000000 144181.2 * 1 PTS>GSC 8.30 15.5 15.6 7.20 347101.8 26406.22 11628.44 3 16073.95 26406.22 357434.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 144181.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.70 < D_pt [m]: 5.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.88 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 51.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.975E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.240E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 337355.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 337355.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.70 < D_pt [m]: 8.30 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.534 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.534 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.08 su0 Nc0 [kPa]: 708. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 782. pi B_eq * B_eq /4 [m^2]: 190. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 148626.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 148626.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 15.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.70 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4445.507 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.534 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2148192E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.6 lambda = D/B_eq [-]: 0.997 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.69 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 190. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 347101.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 347101.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 Rs_pt [kN]: 26406.22 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11628.44 dW_pt_fun: END --- > < z_tip_verify [m]: 7.60 D [m]: 5.70 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 337355.3 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 144181.2 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.88 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 51.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.975E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.240E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 337355.3 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.70 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.70 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.60 D_B_eq_sub: < --- BEGIN D [m]: 5.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.60 z2 [m]: 5.70 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.70 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 144181.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 144623.4 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.60 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.80 < D_pt [m]: 5.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.86 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 52.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.974E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.244E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 341812.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 341812.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.80 < D_pt [m]: 8.30 < B_pt [m]: 15.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.536 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.5 lambda = D/B_eq [-]: 0.536 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.08 su0 Nc0 [kPa]: 708. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 783. pi B_eq * B_eq /4 [m^2]: 188. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 147417.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 147417.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 15.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 15.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4237.960 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.536 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2120701E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.5 lambda = D/B_eq [-]: 1.00 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.69 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 188. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 344349.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 344349.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.5 Rs_pt [kN]: 26293.04 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11528.97 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.80 5.80 13.8 0.00 341812.5 0.000000 0.000000 1 0.000000 0.000000 341812.5 2 GSS 5.80 8.30 15.5 2.50 147417.3 0.000000 4237.960 2 4237.960 0.000000 143179.3 * 1 PTS>GSC 8.30 15.5 15.5 7.20 344349.4 26293.04 11528.97 3 15766.93 26293.04 354875.5 3 PTS>PTC>GSC > Qv_Dpt [kN]: 143179.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.80 < D_pt [m]: 5.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.86 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 52.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.974E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.244E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 341812.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 341812.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.80 < D_pt [m]: 8.30 < B_pt [m]: 15.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.536 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.5 lambda = D/B_eq [-]: 0.536 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.08 su0 Nc0 [kPa]: 708. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 783. pi B_eq * B_eq /4 [m^2]: 188. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 147417.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 147417.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 15.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.80 < B_pt [m]: 15.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4237.960 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.536 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2120701E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.5 lambda = D/B_eq [-]: 1.00 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.69 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 188. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 344349.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 344349.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.5 Rs_pt [kN]: 26293.04 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11528.97 dW_pt_fun: END --- > < z_tip_verify [m]: 7.70 D [m]: 5.80 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 341812.5 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 143179.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.86 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 52.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.974E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.244E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 341812.5 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.80 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.80 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.70 D_B_eq_sub: < --- BEGIN D [m]: 5.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.70 z2 [m]: 5.80 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.80 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 143179.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 143621.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.70 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 5.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 5.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.90 < D_pt [m]: 5.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.85 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 53.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.972E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.249E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 346277.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 346277.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.90 < D_pt [m]: 8.30 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.538 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 0.538 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.08 su0 Nc0 [kPa]: 708. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 783. pi B_eq * B_eq /4 [m^2]: 187. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 146212.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 146212.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 15.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4033.490 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.538 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2093445E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 1.01 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.70 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 187. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 341607.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 341607.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 Rs_pt [kN]: 26179.85 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11429.92 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 5.90 5.90 13.8 0.00 346277.9 0.000000 0.000000 1 0.000000 0.000000 346277.9 2 GSS 5.90 8.30 15.4 2.40 146212.7 0.000000 4033.490 2 4033.490 0.000000 142179.2 * 1 PTS>GSC 8.30 15.5 15.4 7.20 341607.7 26179.85 11429.92 3 15463.41 26179.85 352324.1 3 PTS>PTC>GSC > Qv_Dpt [kN]: 142179.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 5.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 5.90 < D_pt [m]: 5.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 5.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.85 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 53.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.972E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.249E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 346277.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 346277.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 5.90 < D_pt [m]: 8.30 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.538 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 0.538 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.08 su0 Nc0 [kPa]: 708. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 783. pi B_eq * B_eq /4 [m^2]: 187. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 146212.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 146212.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 15.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 5.90 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 4033.490 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.538 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2093445E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 1.01 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.70 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 187. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 341607.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 341607.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 Rs_pt [kN]: 26179.85 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11429.92 dW_pt_fun: END --- > < z_tip_verify [m]: 7.80 D [m]: 5.90 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 346277.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 142179.2 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 5.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 5.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.85 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 53.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.972E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.249E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 346277.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 5.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 5.90 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 5.90 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.80 D_B_eq_sub: < --- BEGIN D [m]: 5.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.80 z2 [m]: 5.90 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 5.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 5.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 5.90 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 142179.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 142621.4 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.80 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.00 < D_pt [m]: 6.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.83 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 54.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.970E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.254E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 350747.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 350747.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.00 < D_pt [m]: 8.30 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.541 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 0.541 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.09 su0 Nc0 [kPa]: 709. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 783. pi B_eq * B_eq /4 [m^2]: 185. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 145013.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 145013.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 15.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3832.076 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.541 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2066424E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 1.01 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.70 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 185. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 338876.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 338876.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 Rs_pt [kN]: 26066.67 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11331.30 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.00 6.00 13.8 0.00 350747.8 0.000000 0.000000 1 0.000000 0.000000 350747.8 3 GSS 6.00 8.30 15.4 2.30 145013.0 0.000000 3832.076 2 3832.076 0.000000 141180.9 * 1 PTS>GSC 8.30 15.5 15.4 7.20 338876.6 26066.67 11331.30 3 15163.38 26066.67 349779.8 2 PTS>PTC>GSC > Qv_Dpt [kN]: 141180.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 7.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.00 < D_pt [m]: 6.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.83 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 54.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.970E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.254E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 350747.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 350747.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.00 < D_pt [m]: 8.30 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.541 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 0.541 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.09 su0 Nc0 [kPa]: 709. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 783. pi B_eq * B_eq /4 [m^2]: 185. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 145013.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 145013.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 15.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.00 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3832.076 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.541 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2066424E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.4 lambda = D/B_eq [-]: 1.01 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.70 su0 Nc0 [kPa]: 0.169E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 185. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 338876.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 338876.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 Rs_pt [kN]: 26066.67 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11331.30 dW_pt_fun: END --- > < z_tip_verify [m]: 7.90 D [m]: 6.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 350747.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 141180.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.83 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 54.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.970E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.254E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 350747.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 7.90 D_B_eq_sub: < --- BEGIN D [m]: 6.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 7.90 z2 [m]: 6.00 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 7.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 141180.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 141623.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 7.90 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.10 < D_pt [m]: 6.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.82 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 54.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.969E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.258E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 355254.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 355254.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.10 < D_pt [m]: 8.30 < B_pt [m]: 15.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.543 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.3 lambda = D/B_eq [-]: 0.543 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.09 su0 Nc0 [kPa]: 709. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 784. pi B_eq * B_eq /4 [m^2]: 184. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 143818.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 143818.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 15.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 15.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3633.701 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.543 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2039637E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.3 lambda = D/B_eq [-]: 1.01 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.71 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 184. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 336156.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 336156.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.3 Rs_pt [kN]: 25953.48 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11233.11 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.10 6.10 13.8 0.00 355254.3 0.000000 0.000000 1 0.000000 0.000000 355254.3 3 GSS 6.10 8.30 15.3 2.20 143818.1 0.000000 3633.701 2 3633.701 0.000000 140184.4 * 1 PTS>GSC 8.30 15.5 15.3 7.20 336156.0 25953.48 11233.11 3 14866.82 25953.48 347242.7 2 PTS>PTC>GSC > Qv_Dpt [kN]: 140184.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.00 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.10 < D_pt [m]: 6.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.82 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 54.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.969E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.258E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 355254.3 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 355254.3 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.10 < D_pt [m]: 8.30 < B_pt [m]: 15.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.543 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.3 lambda = D/B_eq [-]: 0.543 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.09 su0 Nc0 [kPa]: 709. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 784. pi B_eq * B_eq /4 [m^2]: 184. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 143818.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 143818.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 15.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.10 < B_pt [m]: 15.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3633.701 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.543 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2039637E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.3 lambda = D/B_eq [-]: 1.01 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.71 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 184. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 336156.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 336156.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.3 Rs_pt [kN]: 25953.48 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11233.11 dW_pt_fun: END --- > < z_tip_verify [m]: 8.00 D [m]: 6.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 355254.3 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 140184.4 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.82 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.12 p0 [kPa]: 54.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.969E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.258E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 355254.3 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.00 D_B_eq_sub: < --- BEGIN D [m]: 6.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.00 z2 [m]: 6.10 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.00 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 140184.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 140626.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.00 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.20 < D_pt [m]: 6.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.80 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 55.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.967E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.263E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 359740.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 359740.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.20 < D_pt [m]: 8.30 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.545 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 0.545 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.09 su0 Nc0 [kPa]: 709. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 784. pi B_eq * B_eq /4 [m^2]: 182. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 142628.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 142628.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 15.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3438.346 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.545 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2013082E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 1.02 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.71 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 182. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 333446.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 333446.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 Rs_pt [kN]: 25840.29 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11135.35 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.20 6.20 13.8 0.00 359740.0 0.000000 0.000000 1 0.000000 0.000000 359740.0 3 GSS 6.20 8.30 15.2 2.10 142628.1 0.000000 3438.346 2 3438.346 0.000000 139189.8 * 1 PTS>GSC 8.30 15.5 15.2 7.20 333446.1 25840.29 11135.35 3 14573.70 25840.29 344712.7 2 PTS>PTC>GSC > Qv_Dpt [kN]: 139189.8 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.10 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.20 < D_pt [m]: 6.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.80 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 55.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.967E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.263E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 359740.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 359740.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.20 < D_pt [m]: 8.30 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.545 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 0.545 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.09 su0 Nc0 [kPa]: 709. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 784. pi B_eq * B_eq /4 [m^2]: 182. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 142628.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 142628.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 15.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.20 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3438.346 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.545 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.2013082E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 1.02 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.71 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 182. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 333446.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 333446.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 Rs_pt [kN]: 25840.29 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11135.35 dW_pt_fun: END --- > < z_tip_verify [m]: 8.10 D [m]: 6.20 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 359740.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 139189.8 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.80 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 55.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.967E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.263E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 359740.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.20 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.20 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.10 D_B_eq_sub: < --- BEGIN D [m]: 6.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.10 z2 [m]: 6.20 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.10 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.20 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 139189.8 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 139632.0 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.10 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.30 < D_pt [m]: 6.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.79 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 56.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.966E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.268E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 364251.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 364251.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.30 < D_pt [m]: 8.30 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.548 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 0.548 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.10 su0 Nc0 [kPa]: 710. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 784. pi B_eq * B_eq /4 [m^2]: 180. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 141443.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 141443.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 15.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3245.991 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.548 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1986759E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 1.02 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.72 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 180. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 330746.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 330746.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 Rs_pt [kN]: 25727.11 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11038.01 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.30 6.30 13.8 0.00 364251.4 0.000000 0.000000 1 0.000000 0.000000 364251.4 3 GSS 6.30 8.30 15.2 2.00 141443.0 0.000000 3245.991 2 3245.991 0.000000 138197.1 * 1 PTS>GSC 8.30 15.5 15.2 7.20 330746.8 25727.11 11038.01 3 14284.00 25727.11 342189.9 2 PTS>PTC>GSC > Qv_Dpt [kN]: 138197.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.20 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.30 < D_pt [m]: 6.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.79 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 56.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.966E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.268E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 364251.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 364251.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.30 < D_pt [m]: 8.30 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.548 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 0.548 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.10 su0 Nc0 [kPa]: 710. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 784. pi B_eq * B_eq /4 [m^2]: 180. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 141443.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 141443.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 15.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.30 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3245.991 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.548 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1986759E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.2 lambda = D/B_eq [-]: 1.02 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.72 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.183E+04 pi B_eq * B_eq /4 [m^2]: 180. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 330746.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 330746.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 Rs_pt [kN]: 25727.11 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11038.01 dW_pt_fun: END --- > < z_tip_verify [m]: 8.20 D [m]: 6.30 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 364251.4 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 138197.1 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.79 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 56.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.966E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.268E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 364251.4 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.30 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.30 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.20 D_B_eq_sub: < --- BEGIN D [m]: 6.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.20 z2 [m]: 6.30 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1905 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.20 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.30 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 138197.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 138639.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.20 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.40 < D_pt [m]: 6.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.77 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 57.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.964E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.272E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 368759.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 368759.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.40 < D_pt [m]: 8.30 < B_pt [m]: 15.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.550 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.1 lambda = D/B_eq [-]: 0.550 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.10 su0 Nc0 [kPa]: 710. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 785. pi B_eq * B_eq /4 [m^2]: 179. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 140262.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 140262.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 15.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 15.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3056.618 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.550 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1960666E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.1 lambda = D/B_eq [-]: 1.03 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.72 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 179. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 328058.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 328058.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.1 Rs_pt [kN]: 25613.92 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10941.10 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.40 6.40 13.8 0.00 368759.6 0.000000 0.000000 1 0.000000 0.000000 368759.6 3 GSS 6.40 8.30 15.1 1.90 140262.8 0.000000 3056.618 2 3056.618 0.000000 137206.2 * 1 PTS>GSC 8.30 15.5 15.1 7.20 328058.0 25613.92 10941.10 3 13997.72 25613.92 339674.2 2 PTS>PTC>GSC > Qv_Dpt [kN]: 137206.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.40 < D_pt [m]: 6.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.77 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 57.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.964E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.272E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 368759.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 368759.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.40 < D_pt [m]: 8.30 < B_pt [m]: 15.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.550 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.1 lambda = D/B_eq [-]: 0.550 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.10 su0 Nc0 [kPa]: 710. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 785. pi B_eq * B_eq /4 [m^2]: 179. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 140262.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 140262.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 15.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.40 < B_pt [m]: 15.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 3056.618 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.550 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1960666E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.1 lambda = D/B_eq [-]: 1.03 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.72 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 179. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 328058.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 328058.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.1 Rs_pt [kN]: 25613.92 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10941.10 dW_pt_fun: END --- > < z_tip_verify [m]: 8.30 D [m]: 6.40 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 368759.6 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 137206.2 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.77 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 57.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.964E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.272E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 368759.6 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.40 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.40 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.30 D_B_eq_sub: < --- BEGIN D [m]: 6.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.30 z2 [m]: 6.40 gamma_sub_av [kN/m^3]: 9.00 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 442.1585 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.40 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 137206.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1585 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 137648.4 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.30 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.50 < D_pt [m]: 6.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.76 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 58.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.962E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.277E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 373296.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 373296.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.50 < D_pt [m]: 8.30 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.553 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 0.553 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.10 su0 Nc0 [kPa]: 710. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 785. pi B_eq * B_eq /4 [m^2]: 177. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 139087.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 139087.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 15.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2870.208 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.553 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1934802E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 1.03 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.73 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 177. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 325379.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 325379.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 Rs_pt [kN]: 25500.74 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10844.62 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.50 6.50 13.8 0.00 373296.8 0.000000 0.000000 1 0.000000 0.000000 373296.8 3 GSS 6.50 8.30 15.0 1.80 139087.5 0.000000 2870.208 2 2870.208 0.000000 136217.3 * 1 PTS>GSC 8.30 15.5 15.0 7.20 325379.9 25500.74 10844.62 3 13714.83 25500.74 337165.8 2 PTS>PTC>GSC > Qv_Dpt [kN]: 136217.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.50 < D_pt [m]: 6.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.76 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 58.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.962E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.277E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 373296.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 373296.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.50 < D_pt [m]: 8.30 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.553 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 0.553 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.10 su0 Nc0 [kPa]: 710. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 785. pi B_eq * B_eq /4 [m^2]: 177. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 139087.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 139087.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 15.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.50 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2870.208 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.553 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1934802E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 1.03 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.73 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 177. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 325379.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 325379.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 Rs_pt [kN]: 25500.74 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10844.62 dW_pt_fun: END --- > < z_tip_verify [m]: 8.40 D [m]: 6.50 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 373296.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 136217.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.76 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 58.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.962E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.277E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 373296.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.50 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.50 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.40 D_B_eq_sub: < --- BEGIN D [m]: 6.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.40 z2 [m]: 6.50 gamma_sub_av [kN/m^3]: 8.97 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 440.9270 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.50 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 136217.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 440.9270 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 136658.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.40 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.60 < D_pt [m]: 6.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.75 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 59.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.961E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.282E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 377841.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 377841.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.60 < D_pt [m]: 8.30 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.555 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 0.555 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.11 su0 Nc0 [kPa]: 711. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 785. pi B_eq * B_eq /4 [m^2]: 176. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 137917.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 137917.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 15.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2686.742 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.555 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1909167E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 1.04 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.73 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 176. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 322712.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 322712.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 Rs_pt [kN]: 25387.55 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10748.57 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.60 6.60 13.8 0.00 377841.4 0.000000 0.000000 1 0.000000 0.000000 377841.4 3 GSS 6.60 8.30 15.0 1.70 137917.0 0.000000 2686.742 2 2686.742 0.000000 135230.2 * 1 PTS>GSC 8.30 15.5 15.0 7.20 322712.4 25387.55 10748.57 3 13435.31 25387.55 334664.7 2 PTS>PTC>GSC > Qv_Dpt [kN]: 135230.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.60 < D_pt [m]: 6.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.75 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 59.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.961E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.282E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 377841.4 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 377841.4 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.60 < D_pt [m]: 8.30 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.555 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 0.555 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.11 su0 Nc0 [kPa]: 711. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 785. pi B_eq * B_eq /4 [m^2]: 176. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 137917.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 137917.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 15.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.60 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2686.742 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 15.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 15.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 15.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 15.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.555 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1909167E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 15.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 15.0 lambda = D/B_eq [-]: 1.04 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.73 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 176. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 322712.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 322712.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 Rs_pt [kN]: 25387.55 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 15.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10748.57 dW_pt_fun: END --- > < z_tip_verify [m]: 8.50 D [m]: 6.60 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 377841.4 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 135230.2 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.75 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.13 p0 [kPa]: 59.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.961E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.282E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 377841.4 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.60 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.60 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.50 D_B_eq_sub: < --- BEGIN D [m]: 6.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.50 z2 [m]: 6.60 gamma_sub_av [kN/m^3]: 8.95 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 439.6155 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.60 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 135230.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 439.6155 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 135669.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.50 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.70 < D_pt [m]: 6.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.73 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 60.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.959E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.286E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 382403.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 382403.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.70 < D_pt [m]: 8.30 < B_pt [m]: 14.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.558 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.9 lambda = D/B_eq [-]: 0.558 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.11 su0 Nc0 [kPa]: 711. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 786. pi B_eq * B_eq /4 [m^2]: 174. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 136751.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 136751.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 14.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 14.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2506.201 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.558 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1883760E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.9 lambda = D/B_eq [-]: 1.04 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.74 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 174. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 320055.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 320055.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.9 Rs_pt [kN]: 25274.37 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10652.94 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.70 6.70 13.8 0.00 382403.9 0.000000 0.000000 1 0.000000 0.000000 382403.9 3 GSS 6.70 8.30 14.9 1.60 136751.4 0.000000 2506.201 2 2506.201 0.000000 134245.2 * 1 PTS>GSC 8.30 15.5 14.9 7.20 320055.5 25274.37 10652.94 3 13159.14 25274.37 332170.8 2 PTS>PTC>GSC > Qv_Dpt [kN]: 134245.2 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.70 < D_pt [m]: 6.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.73 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 60.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.959E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.286E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 382403.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 382403.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.70 < D_pt [m]: 8.30 < B_pt [m]: 14.9 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.9 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.558 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.9 lambda = D/B_eq [-]: 0.558 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.11 su0 Nc0 [kPa]: 711. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 786. pi B_eq * B_eq /4 [m^2]: 174. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 136751.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 136751.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 14.9 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.70 < B_pt [m]: 14.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2506.201 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.9 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.9 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.9 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.9 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.558 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1883760E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.9 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.9 lambda = D/B_eq [-]: 1.04 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.74 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 174. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 320055.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 320055.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.9 Rs_pt [kN]: 25274.37 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.9 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10652.94 dW_pt_fun: END --- > < z_tip_verify [m]: 8.60 D [m]: 6.70 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 382403.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 134245.2 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.73 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 60.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.959E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.286E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 382403.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.70 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.70 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.60 D_B_eq_sub: < --- BEGIN D [m]: 6.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.60 z2 [m]: 6.70 gamma_sub_av [kN/m^3]: 8.92 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 438.3200 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.70 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 134245.2 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 438.3200 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 134683.5 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.60 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.80 < D_pt [m]: 6.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.72 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 61.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.958E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.291E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 386973.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 386973.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.80 < D_pt [m]: 8.30 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.560 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 0.560 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.11 su0 Nc0 [kPa]: 711. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 786. pi B_eq * B_eq /4 [m^2]: 172. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 135590.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 135590.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 14.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2328.566 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.560 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1858579E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 1.05 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.75 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 172. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 317409.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 317409.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 Rs_pt [kN]: 25161.18 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10557.74 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.80 6.80 13.8 0.00 386973.5 0.000000 0.000000 1 0.000000 0.000000 386973.5 3 GSS 6.80 8.30 14.8 1.50 135590.6 0.000000 2328.566 2 2328.566 0.000000 133262.1 * 1 PTS>GSC 8.30 15.5 14.8 7.20 317409.3 25161.18 10557.74 3 12886.31 25161.18 329684.1 2 PTS>PTC>GSC > Qv_Dpt [kN]: 133262.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.80 < D_pt [m]: 6.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.72 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 61.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.958E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.291E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 386973.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 386973.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.80 < D_pt [m]: 8.30 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.560 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 0.560 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.11 su0 Nc0 [kPa]: 711. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 786. pi B_eq * B_eq /4 [m^2]: 172. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 135590.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 135590.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 14.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.80 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2328.566 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.560 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1858579E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 1.05 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.75 su0 Nc0 [kPa]: 0.170E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 172. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 317409.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 317409.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 Rs_pt [kN]: 25161.18 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10557.74 dW_pt_fun: END --- > < z_tip_verify [m]: 8.70 D [m]: 6.80 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 386973.5 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 133262.1 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.72 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 61.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.958E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.291E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 386973.5 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.80 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.80 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.70 D_B_eq_sub: < --- BEGIN D [m]: 6.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.70 z2 [m]: 6.80 gamma_sub_av [kN/m^3]: 8.89 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 437.0245 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.80 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 133262.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 437.0245 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 133699.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.70 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 6.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 6.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.90 < D_pt [m]: 6.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.70 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 62.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.956E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.296E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 391535.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 391535.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.90 < D_pt [m]: 8.30 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.563 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 0.563 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.12 su0 Nc0 [kPa]: 712. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 786. pi B_eq * B_eq /4 [m^2]: 171. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 134434.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 134434.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 14.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2153.820 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.563 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1833623E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 1.05 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.75 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 171. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 314773.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 314773.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 Rs_pt [kN]: 25047.99 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10462.97 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 6.90 6.90 13.8 0.00 391535.8 0.000000 0.000000 1 0.000000 0.000000 391535.8 3 GSS 6.90 8.30 14.8 1.40 134434.8 0.000000 2153.820 2 2153.820 0.000000 132281.0 * 1 PTS>GSC 8.30 15.5 14.8 7.20 314773.6 25047.99 10462.97 3 12616.79 25047.99 327204.8 2 PTS>PTC>GSC > Qv_Dpt [kN]: 132281.0 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 6.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 6.90 < D_pt [m]: 6.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 6.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.70 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 62.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.956E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.296E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 391535.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 391535.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 6.90 < D_pt [m]: 8.30 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.563 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 0.563 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.12 su0 Nc0 [kPa]: 712. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 786. pi B_eq * B_eq /4 [m^2]: 171. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 134434.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 134434.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 14.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 6.90 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 2153.820 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.8 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.8 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.8 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.8 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.563 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1833623E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.8 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.8 lambda = D/B_eq [-]: 1.05 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.75 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 171. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 314773.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 314773.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 Rs_pt [kN]: 25047.99 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10462.97 dW_pt_fun: END --- > < z_tip_verify [m]: 8.80 D [m]: 6.90 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 391535.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 132281.0 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 6.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 6.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.70 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 62.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.956E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.296E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 391535.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 6.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 6.90 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 6.90 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.80 D_B_eq_sub: < --- BEGIN D [m]: 6.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.80 z2 [m]: 6.90 gamma_sub_av [kN/m^3]: 8.87 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 435.6971 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 6.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 6.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 6.90 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 132281.0 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 435.6971 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 132716.7 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.80 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.00 < D_pt [m]: 7.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.69 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 63.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.955E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.301E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 396122.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 396122.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.00 < D_pt [m]: 8.30 < B_pt [m]: 14.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.565 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.7 lambda = D/B_eq [-]: 0.565 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.12 su0 Nc0 [kPa]: 712. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 787. pi B_eq * B_eq /4 [m^2]: 169. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 133283.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 133283.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 14.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 14.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1981.941 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.565 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1808892E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.7 lambda = D/B_eq [-]: 1.06 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.76 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 169. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 312148.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 312148.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.7 Rs_pt [kN]: 24934.81 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10368.62 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.00 7.00 13.8 0.00 396122.9 0.000000 0.000000 1 0.000000 0.000000 396122.9 3 GSS 7.00 8.30 14.7 1.30 133283.8 0.000000 1981.941 2 1981.941 0.000000 131301.9 * 1 PTS>GSC 8.30 15.5 14.7 7.20 312148.5 24934.81 10368.62 3 12350.56 24934.81 324732.8 2 PTS>PTC>GSC > Qv_Dpt [kN]: 131301.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 8.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.00 < D_pt [m]: 7.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.69 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 63.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.955E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.301E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 396122.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 396122.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.00 < D_pt [m]: 8.30 < B_pt [m]: 14.7 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.7 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.565 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.7 lambda = D/B_eq [-]: 0.565 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.12 su0 Nc0 [kPa]: 712. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 787. pi B_eq * B_eq /4 [m^2]: 169. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 133283.8 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 133283.8 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 14.7 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.00 < B_pt [m]: 14.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1981.941 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.7 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.7 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.7 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.7 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.565 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1808892E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.7 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.7 lambda = D/B_eq [-]: 1.06 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.76 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 169. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 312148.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 312148.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.7 Rs_pt [kN]: 24934.81 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.7 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10368.62 dW_pt_fun: END --- > < z_tip_verify [m]: 8.90 D [m]: 7.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 396122.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 131301.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.69 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 63.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.955E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.301E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 396122.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 8.90 D_B_eq_sub: < --- BEGIN D [m]: 7.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 8.90 z2 [m]: 7.00 gamma_sub_av [kN/m^3]: 8.84 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 434.4816 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 8.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 131301.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 434.4816 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 131736.3 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 8.90 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.10 < D_pt [m]: 7.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.67 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 63.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.953E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.305E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 400706.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 400706.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.10 < D_pt [m]: 8.30 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.568 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 0.568 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.12 su0 Nc0 [kPa]: 712. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 787. pi B_eq * B_eq /4 [m^2]: 168. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 132137.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 132137.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 14.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1812.913 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.568 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1784384E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 1.06 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.76 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 168. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 309534.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 309534.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 Rs_pt [kN]: 24821.62 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10274.70 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.10 7.10 13.8 0.00 400706.0 0.000000 0.000000 1 0.000000 0.000000 400706.0 3 GSS 7.10 8.30 14.6 1.20 132137.7 0.000000 1812.913 2 1812.913 0.000000 130324.8 * 1 PTS>GSC 8.30 15.5 14.6 7.20 309534.1 24821.62 10274.70 3 12087.62 24821.62 322268.1 2 PTS>PTC>GSC > Qv_Dpt [kN]: 130324.8 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.00 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.10 < D_pt [m]: 7.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.67 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 63.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.953E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.305E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 400706.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 400706.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.10 < D_pt [m]: 8.30 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.568 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 0.568 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.12 su0 Nc0 [kPa]: 712. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 787. pi B_eq * B_eq /4 [m^2]: 168. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 132137.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 132137.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 14.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.10 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1812.913 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.568 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1784384E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 1.06 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.76 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.184E+04 pi B_eq * B_eq /4 [m^2]: 168. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 309534.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 309534.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 Rs_pt [kN]: 24821.62 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10274.70 dW_pt_fun: END --- > < z_tip_verify [m]: 9.00 D [m]: 7.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 400706.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 130324.8 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.67 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 63.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.953E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.305E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 400706.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.00 D_B_eq_sub: < --- BEGIN D [m]: 7.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.00 z2 [m]: 7.10 gamma_sub_av [kN/m^3]: 8.82 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 433.1541 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.00 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 130324.8 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 433.1541 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 130757.9 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.00 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.20 < D_pt [m]: 7.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.66 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 64.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.951E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.310E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 405331.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 405331.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.20 < D_pt [m]: 8.30 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.570 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 0.570 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.13 su0 Nc0 [kPa]: 713. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 787. pi B_eq * B_eq /4 [m^2]: 166. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 130996.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 130996.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 14.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1646.716 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.570 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1760099E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 1.07 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.77 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 166. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 306930.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 306930.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 Rs_pt [kN]: 24708.44 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10181.21 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.20 7.20 13.8 0.00 405331.5 0.000000 0.000000 1 0.000000 0.000000 405331.5 3 GSS 7.20 8.30 14.6 1.10 130996.5 0.000000 1646.716 2 1646.716 0.000000 129349.7 * 1 PTS>GSC 8.30 15.5 14.6 7.20 306930.2 24708.44 10181.21 3 11827.93 24708.44 319810.8 2 PTS>PTC>GSC > Qv_Dpt [kN]: 129349.7 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.10 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.20 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.20 < D_pt [m]: 7.20 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.66 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 64.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.951E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.310E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 405331.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 405331.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.20 < D_pt [m]: 8.30 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.570 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 0.570 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.13 su0 Nc0 [kPa]: 713. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 787. pi B_eq * B_eq /4 [m^2]: 166. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 130996.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 130996.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 14.6 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.20 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1646.716 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.6 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.6 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.6 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.6 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.570 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1760099E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.6 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.6 lambda = D/B_eq [-]: 1.07 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.77 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 166. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 306930.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 306930.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 Rs_pt [kN]: 24708.44 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.6 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10181.21 dW_pt_fun: END --- > < z_tip_verify [m]: 9.10 D [m]: 7.20 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 405331.5 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 129349.7 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.20 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.20 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.66 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.14 p0 [kPa]: 64.8 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.951E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.310E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 405331.5 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.20 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.20 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.10 D_B_eq_sub: < --- BEGIN D [m]: 7.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.10 z2 [m]: 7.20 gamma_sub_av [kN/m^3]: 8.79 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 431.8586 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.10 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.20 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.20 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.20 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 129349.7 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 431.8586 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 129781.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.10 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.30 < D_pt [m]: 7.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.64 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 65.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.950E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.315E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 409942.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 409942.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.30 < D_pt [m]: 8.30 < B_pt [m]: 14.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.573 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.5 lambda = D/B_eq [-]: 0.573 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.13 su0 Nc0 [kPa]: 713. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 788. pi B_eq * B_eq /4 [m^2]: 165. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 129860.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 129860.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 14.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 14.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1483.330 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.573 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1736035E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.5 lambda = D/B_eq [-]: 1.07 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.78 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 165. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 304337.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 304337.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.5 Rs_pt [kN]: 24595.25 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10088.15 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.30 7.30 13.8 0.00 409942.1 0.000000 0.000000 1 0.000000 0.000000 409942.1 3 GSS 7.30 8.30 14.5 1.00 129860.1 0.000000 1483.330 2 1483.330 0.000000 128376.8 * 1 PTS>GSC 8.30 15.5 14.5 7.20 304337.0 24595.25 10088.15 3 11571.48 24595.25 317360.8 2 PTS>PTC>GSC > Qv_Dpt [kN]: 128376.8 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.20 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.30 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.30 < D_pt [m]: 7.30 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.64 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 65.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.950E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.315E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 409942.1 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 409942.1 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.30 < D_pt [m]: 8.30 < B_pt [m]: 14.5 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.5 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.573 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.5 lambda = D/B_eq [-]: 0.573 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.13 su0 Nc0 [kPa]: 713. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 788. pi B_eq * B_eq /4 [m^2]: 165. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 129860.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 129860.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 14.5 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.30 < B_pt [m]: 14.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1483.330 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.5 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.5 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.5 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.5 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.573 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1736035E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.5 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.5 lambda = D/B_eq [-]: 1.07 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.78 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 165. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 304337.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 304337.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.5 Rs_pt [kN]: 24595.25 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.5 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10088.15 dW_pt_fun: END --- > < z_tip_verify [m]: 9.20 D [m]: 7.30 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 409942.1 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 128376.8 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.30 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.30 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.64 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 65.7 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.950E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.315E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 409942.1 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.30 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.30 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.20 D_B_eq_sub: < --- BEGIN D [m]: 7.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.20 z2 [m]: 7.30 gamma_sub_av [kN/m^3]: 8.76 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 430.5631 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.20 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.30 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.30 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.30 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 128376.8 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 430.5631 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 128807.3 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.20 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.40 < D_pt [m]: 7.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.63 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 66.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.948E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.320E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 414569.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 414569.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.40 < D_pt [m]: 8.30 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.576 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 0.576 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.14 su0 Nc0 [kPa]: 714. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 788. pi B_eq * B_eq /4 [m^2]: 163. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 128728.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 128728.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 14.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1322.739 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.576 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1712191E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 1.07 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.78 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 163. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 301754.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 301754.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 Rs_pt [kN]: 24482.07 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9995.513 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.40 7.40 13.8 0.00 414569.8 0.000000 0.000000 1 0.000000 0.000000 414569.8 3 GSS 7.40 8.30 14.4 0.900 128728.6 0.000000 1322.739 2 1322.739 0.000000 127405.9 * 1 PTS>GSC 8.30 15.5 14.4 7.20 301754.4 24482.07 9995.513 3 11318.25 24482.07 314918.2 2 PTS>PTC>GSC > Qv_Dpt [kN]: 127405.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.30 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.40 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.40 < D_pt [m]: 7.40 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.63 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 66.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.948E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.320E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 414569.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 414569.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.40 < D_pt [m]: 8.30 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.576 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 0.576 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.14 su0 Nc0 [kPa]: 714. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 788. pi B_eq * B_eq /4 [m^2]: 163. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 128728.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 128728.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 14.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.40 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1322.739 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.576 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1712191E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 1.07 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.78 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 163. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 301754.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 301754.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 Rs_pt [kN]: 24482.07 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9995.513 dW_pt_fun: END --- > < z_tip_verify [m]: 9.30 D [m]: 7.40 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 414569.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 127405.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.40 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.40 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.63 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 66.6 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.948E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.320E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 414569.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.40 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.40 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.30 D_B_eq_sub: < --- BEGIN D [m]: 7.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.30 z2 [m]: 7.40 gamma_sub_av [kN/m^3]: 8.74 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 429.2517 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.30 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.40 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.40 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.40 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 127405.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 429.2517 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 127835.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.30 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.50 < D_pt [m]: 7.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.62 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 67.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.947E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.325E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 419211.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 419211.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.50 < D_pt [m]: 8.30 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.578 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 0.578 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.14 su0 Nc0 [kPa]: 714. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 789. pi B_eq * B_eq /4 [m^2]: 162. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 127602.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 127602.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 14.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1164.921 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.578 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1688567E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 1.08 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.79 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 162. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 299182.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 299182.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 Rs_pt [kN]: 24368.88 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9903.304 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.50 7.50 13.8 0.00 419211.0 0.000000 0.000000 1 0.000000 0.000000 419211.0 3 GSS 7.50 8.30 14.4 0.800 127602.0 0.000000 1164.921 2 1164.921 0.000000 126437.1 * 1 PTS>GSC 8.30 15.5 14.4 7.20 299182.5 24368.88 9903.304 3 11068.23 24368.88 312483.1 2 PTS>PTC>GSC > Qv_Dpt [kN]: 126437.1 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.40 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.50 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.50 < D_pt [m]: 7.50 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.62 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 67.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.947E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.325E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 419211.0 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 419211.0 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.50 < D_pt [m]: 8.30 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.578 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 0.578 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.14 su0 Nc0 [kPa]: 714. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 789. pi B_eq * B_eq /4 [m^2]: 162. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 127602.0 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 127602.0 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 14.4 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.50 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1164.921 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.4 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.4 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.4 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.4 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.578 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1688567E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.4 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.4 lambda = D/B_eq [-]: 1.08 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.79 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 162. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 299182.5 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 299182.5 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 Rs_pt [kN]: 24368.88 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.4 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9903.304 dW_pt_fun: END --- > < z_tip_verify [m]: 9.40 D [m]: 7.50 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 419211.0 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 126437.1 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.50 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.50 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.62 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 67.5 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.947E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.325E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 419211.0 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.50 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.50 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.40 D_B_eq_sub: < --- BEGIN D [m]: 7.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.40 z2 [m]: 7.50 gamma_sub_av [kN/m^3]: 8.71 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 427.9562 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.40 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.50 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.50 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.50 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 126437.1 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 427.9562 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 126865.0 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.40 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.60 < D_pt [m]: 7.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.60 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 68.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.945E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.329E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 423843.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 423843.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.60 < D_pt [m]: 8.30 < B_pt [m]: 14.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.581 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.3 lambda = D/B_eq [-]: 0.581 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.14 su0 Nc0 [kPa]: 714. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 789. pi B_eq * B_eq /4 [m^2]: 160. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 126480.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 126480.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 14.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 14.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1009.859 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.581 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1665161E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.3 lambda = D/B_eq [-]: 1.08 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.79 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 160. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 296621.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 296621.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.3 Rs_pt [kN]: 24255.69 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9811.522 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.60 7.60 13.8 0.00 423843.9 0.000000 0.000000 1 0.000000 0.000000 423843.9 3 GSS 7.60 8.30 14.3 0.700 126480.3 0.000000 1009.859 2 1009.859 0.000000 125470.4 * 1 PTS>GSC 8.30 15.5 14.3 7.20 296621.1 24255.69 9811.522 3 10821.38 24255.69 310055.4 2 PTS>PTC>GSC > Qv_Dpt [kN]: 125470.4 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.50 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.60 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.60 < D_pt [m]: 7.60 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.60 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 68.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.945E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.329E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 423843.9 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 423843.9 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.60 < D_pt [m]: 8.30 < B_pt [m]: 14.3 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.3 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.581 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.3 lambda = D/B_eq [-]: 0.581 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.14 su0 Nc0 [kPa]: 714. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 789. pi B_eq * B_eq /4 [m^2]: 160. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 126480.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 126480.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 14.3 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.60 < B_pt [m]: 14.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 1009.859 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.3 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.3 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.3 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.3 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.581 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1665161E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.3 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.3 lambda = D/B_eq [-]: 1.08 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.79 su0 Nc0 [kPa]: 0.171E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 160. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 296621.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 296621.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.3 Rs_pt [kN]: 24255.69 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.3 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9811.522 dW_pt_fun: END --- > < z_tip_verify [m]: 9.50 D [m]: 7.60 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 423843.9 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 125470.4 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.60 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.60 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.60 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 68.4 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.945E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.329E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 423843.9 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.60 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.60 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.50 D_B_eq_sub: < --- BEGIN D [m]: 7.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.50 z2 [m]: 7.60 gamma_sub_av [kN/m^3]: 8.68 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 426.6607 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.50 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.60 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.60 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.60 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 125470.4 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 426.6607 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 125897.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.50 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.70 < D_pt [m]: 7.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.59 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 69.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.943E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.334E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 428500.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 428500.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.70 < D_pt [m]: 8.30 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.584 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 0.584 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.15 su0 Nc0 [kPa]: 715. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 789. pi B_eq * B_eq /4 [m^2]: 159. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 125363.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 125363.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 14.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 857.5341 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.584 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1641972E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 1.09 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.80 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 159. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 294070.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 294070.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 Rs_pt [kN]: 24142.51 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9720.168 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.70 7.70 13.8 0.00 428500.8 0.000000 0.000000 1 0.000000 0.000000 428500.8 3 GSS 7.70 8.30 14.2 0.600 125363.4 0.000000 857.5341 2 857.5341 0.000000 124505.9 * 1 PTS>GSC 8.30 15.5 14.2 7.20 294070.4 24142.51 9720.168 3 10577.70 24142.51 307635.2 2 PTS>PTC>GSC > Qv_Dpt [kN]: 124505.9 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.60 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.70 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.70 < D_pt [m]: 7.70 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.59 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 69.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.943E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.334E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 428500.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 428500.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.70 < D_pt [m]: 8.30 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.584 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 0.584 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.15 su0 Nc0 [kPa]: 715. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 789. pi B_eq * B_eq /4 [m^2]: 159. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 125363.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 125363.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 14.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.70 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 857.5341 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.584 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1641972E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 1.09 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.80 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 159. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 294070.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 294070.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 Rs_pt [kN]: 24142.51 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9720.168 dW_pt_fun: END --- > < z_tip_verify [m]: 9.60 D [m]: 7.70 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 428500.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 124505.9 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.70 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.70 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.59 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 69.3 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.943E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.334E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 428500.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.70 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.70 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.60 D_B_eq_sub: < --- BEGIN D [m]: 7.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.60 z2 [m]: 7.70 gamma_sub_av [kN/m^3]: 8.66 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 425.3332 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.60 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.70 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.70 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.70 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 124505.9 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 425.3332 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 124931.2 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.60 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.80 < D_pt [m]: 7.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.57 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 70.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.942E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.339E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 433170.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 433170.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.80 < D_pt [m]: 8.30 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.586 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 0.586 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.15 su0 Nc0 [kPa]: 715. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 790. pi B_eq * B_eq /4 [m^2]: 157. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 124251.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 124251.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 14.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 707.9270 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.586 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1619000E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 1.10 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.81 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 157. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 291530.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 291530.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 Rs_pt [kN]: 24029.32 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9629.241 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.80 7.80 13.8 0.00 433170.8 0.000000 0.000000 1 0.000000 0.000000 433170.8 3 GSS 7.80 8.30 14.2 0.500 124251.4 0.000000 707.9270 2 707.9270 0.000000 123543.5 * 1 PTS>GSC 8.30 15.5 14.2 7.20 291530.2 24029.32 9629.241 3 10337.17 24029.32 305222.4 2 PTS>PTC>GSC > Qv_Dpt [kN]: 123543.5 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.70 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.80 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.80 < D_pt [m]: 7.80 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.57 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 70.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.942E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.339E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 433170.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 433170.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.80 < D_pt [m]: 8.30 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.586 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 0.586 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.15 su0 Nc0 [kPa]: 715. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 790. pi B_eq * B_eq /4 [m^2]: 157. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 124251.4 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 124251.4 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 14.2 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.80 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 707.9270 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.2 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.2 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.2 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.2 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.586 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1619000E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.2 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.2 lambda = D/B_eq [-]: 1.10 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.81 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 157. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 291530.2 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 291530.2 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 Rs_pt [kN]: 24029.32 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.2 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9629.241 dW_pt_fun: END --- > < z_tip_verify [m]: 9.70 D [m]: 7.80 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 433170.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 123543.5 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.80 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.80 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.57 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.15 p0 [kPa]: 70.2 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.942E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.339E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 433170.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.80 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.80 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.70 D_B_eq_sub: < --- BEGIN D [m]: 7.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.70 z2 [m]: 7.80 gamma_sub_av [kN/m^3]: 8.63 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 424.1177 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.70 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.80 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.80 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.80 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 123543.5 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 424.1177 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 123967.6 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.70 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 7.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 7.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.90 < D_pt [m]: 7.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.56 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 71.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.940E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.344E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 437846.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 437846.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.90 < D_pt [m]: 8.30 < B_pt [m]: 14.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.589 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.1 lambda = D/B_eq [-]: 0.589 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.15 su0 Nc0 [kPa]: 715. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 790. pi B_eq * B_eq /4 [m^2]: 156. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 123144.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 123144.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 14.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 14.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 561.0188 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.589 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1596243E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.1 lambda = D/B_eq [-]: 1.10 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.81 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 156. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 289000.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 289000.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.1 Rs_pt [kN]: 23916.14 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9538.741 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 7.90 7.90 13.8 0.00 437846.6 0.000000 0.000000 1 0.000000 0.000000 437846.6 3 GSS 7.90 8.30 14.1 0.400 123144.3 0.000000 561.0188 2 561.0188 0.000000 122583.3 * 1 PTS>GSC 8.30 15.5 14.1 7.20 289000.7 23916.14 9538.741 3 10099.76 23916.14 302817.1 2 PTS>PTC>GSC > Qv_Dpt [kN]: 122583.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.80 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 7.90 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 7.90 < D_pt [m]: 7.90 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 7.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.56 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 71.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.940E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.344E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 437846.6 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 437846.6 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 7.90 < D_pt [m]: 8.30 < B_pt [m]: 14.1 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.1 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.589 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.1 lambda = D/B_eq [-]: 0.589 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.15 su0 Nc0 [kPa]: 715. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 790. pi B_eq * B_eq /4 [m^2]: 156. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 123144.3 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 123144.3 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 14.1 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 7.90 < B_pt [m]: 14.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 561.0188 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.1 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.1 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.1 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.1 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.589 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1596243E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.1 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.1 lambda = D/B_eq [-]: 1.10 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.81 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.185E+04 pi B_eq * B_eq /4 [m^2]: 156. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 289000.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 289000.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.1 Rs_pt [kN]: 23916.14 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.1 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9538.741 dW_pt_fun: END --- > < z_tip_verify [m]: 9.80 D [m]: 7.90 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 437846.6 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 122583.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 7.90 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 7.90 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.56 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 71.1 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.940E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.344E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 437846.6 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 7.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 7.90 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 7.90 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.80 D_B_eq_sub: < --- BEGIN D [m]: 7.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.80 z2 [m]: 7.90 gamma_sub_av [kN/m^3]: 8.61 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 422.7903 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.80 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 7.90 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 7.90 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 7.90 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 122583.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 422.7903 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 123006.1 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.80 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 8.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 8.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 8.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 8.00 < D_pt [m]: 8.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 8.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 8.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.54 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 72.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.939E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.349E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 442524.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 442524.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.00 < D_pt [m]: 8.30 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.592 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 0.592 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.16 su0 Nc0 [kPa]: 716. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 791. pi B_eq * B_eq /4 [m^2]: 154. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 122042.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 122042.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 14.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 416.7909 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.592 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1573700E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 1.11 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.82 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.186E+04 pi B_eq * B_eq /4 [m^2]: 154. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 286481.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 286481.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 Rs_pt [kN]: 23802.95 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9448.668 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 8.00 8.00 13.8 0.00 442524.5 0.000000 0.000000 1 0.000000 0.000000 442524.5 3 GSS 8.00 8.30 14.0 0.300 122042.1 0.000000 416.7909 2 416.7909 0.000000 121625.3 * 1 PTS>GSC 8.30 15.5 14.0 7.20 286481.9 23802.95 9448.668 3 9865.459 23802.95 300419.4 2 PTS>PTC>GSC > Qv_Dpt [kN]: 121625.3 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 9.90 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 8.00 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 8.00 < D_pt [m]: 8.00 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 8.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 8.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.54 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 72.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.939E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.349E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 442524.5 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 442524.5 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.00 < D_pt [m]: 8.30 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.592 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 0.592 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.16 su0 Nc0 [kPa]: 716. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 791. pi B_eq * B_eq /4 [m^2]: 154. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 122042.1 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 122042.1 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 14.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.00 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 416.7909 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.592 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1573700E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 1.11 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.82 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.186E+04 pi B_eq * B_eq /4 [m^2]: 154. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 286481.9 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 286481.9 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 Rs_pt [kN]: 23802.95 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9448.668 dW_pt_fun: END --- > < z_tip_verify [m]: 9.90 D [m]: 8.00 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 442524.5 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 121625.3 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 8.00 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 8.00 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.54 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 72.0 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.939E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.349E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 442524.5 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 8.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 8.00 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 8.00 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 9.90 D_B_eq_sub: < --- BEGIN D [m]: 8.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 9.90 z2 [m]: 8.00 gamma_sub_av [kN/m^3]: 8.58 V_D [kN]: 49.1 > B_S = gamma_sub_avV_D [kN]: 421.4948 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 9.90 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 8.00 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 8.00 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 8.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 121625.3 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 421.4948 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 122046.8 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip [m]: 9.90 < i_sqc [-]: 1 GSC D_B_eq_sub: < --- BEGIN D [m]: 8.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 8.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > Qv_Dpt_sub: < --- BEGIN < D [m]: 8.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 8.10 < D_pt [m]: 8.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 8.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 8.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.53 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 72.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.937E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.354E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 447218.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 447218.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 13.8 dW_pt = A_pt T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.10 < D_pt [m]: 8.30 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.595 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 0.595 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.16 su0 Nc0 [kPa]: 716. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 791. pi B_eq * B_eq /4 [m^2]: 153. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 120944.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 120944.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 14.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 275.2244 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.595 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1551370E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 1.11 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.82 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.186E+04 pi B_eq * B_eq /4 [m^2]: 153. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 283973.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 283973.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 Rs_pt [kN]: 23689.77 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9359.023 dW_pt_fun: END --- > D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode [m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN] 8.10 8.10 13.8 0.00 447218.8 0.000000 0.000000 1 0.000000 0.000000 447218.8 3 GSS 8.10 8.30 14.0 0.200 120944.7 0.000000 275.2244 2 275.2244 0.000000 120669.5 * 1 PTS>GSC 8.30 15.5 14.0 7.20 283973.6 23689.77 9359.023 3 9634.247 23689.77 298029.1 2 PTS>PTC>GSC > Qv_Dpt [kN]: 120669.5 Qv_Dpt_sub: END --- > ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 10.0 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: Qv_Dpt_sub: < --- BEGIN < D [m]: 8.10 < B_eq [m]: 13.8 Q_ub_sub: < --- BEGIN < D [m]: 8.10 < D_pt [m]: 8.10 < B_pt [m]: 13.8 Qv_GSS_fun: < --- BEGIN < D [m]: 8.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 8.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.53 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 72.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.937E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.354E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 447218.8 Qv_GSS_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 28.0 > Q_ub [kN]: 447218.8 > Qv_fmode_pt :GSS Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 13.8 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 13.8 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.10 < D_pt [m]: 8.30 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 8.30 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 8.30 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 8.30 T_sq [m]: 7.20 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 7.20 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 21.8 * B_eq > T_sq/b_sq [t/f]: F ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.595 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 1000000. Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 8.30 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 8.30 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 100. D [m]: 8.30 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 100. sum_modified = max(sum,0) [kPa]: 100. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 0.595 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.16 su0 Nc0 [kPa]: 716. p0 [kPa]: 74.7 su0Nc0 + p0 [kPa]: 791. pi B_eq * B_eq /4 [m^2]: 153. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 120944.7 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 28.0 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 120944.7 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 14.0 Rs_pt [kN]: 0.000000 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.10 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 275.2244 dW_pt_fun: END --- > Q_ub_sub: < --- BEGIN < D [m]: 8.30 < D_pt [m]: 15.5 < B_pt [m]: 14.0 Qv_SQC_fun: < --- BEGIN < D [m]: 15.5 < B_eq [m]: 14.0 ZTOP_sq_fun: < --- BEGIN < D [m]: 15.5 ZTOP_sq_fun [m bsf]: 8.30 ZTOP_sq_fun: END --- > T_sq_fun: < --- BEGIN < D [m]: 15.5 T_sq [m]: 0.100E-02 T_sq_fun: END --- > is_D_clay [t/f]: T T_sq [m]: 0.100E-02 b_sq [-]: 0.330 B_eq [m]: 14.0 T_sq/b_sq [m]: 0.303E-02 * B_eq > T_sq/b_sq [t/f]: T ztop_sq [m bsf]: 8.30 B_eq [m]: 14.0 ztop_sq/B_eq (i.e. 'D/B') [-]: 0.595 * 'D/B' T_sq/b_sq] & ['D/B' Qv_SQC [kN]: 0.1551370E+09 Qv_SQC_fun: END --- > Qv_GSC_fun: < --- BEGIN < D [m bsf]: 15.5 < B_eq [m]: 14.0 < sp_beta [rad]: 3.14 < sp_beta/deg [deg]: 180. rho_av_fun: < --- BEGIN < D [m]: 15.5 rho_av [kPa/m]: 0.00 rho_av_fun: END --- > is_D_clay [t/f]: T rho_av [kPa/m]: 0.00 su0 [kPa]: 220. D [m]: 15.5 z_top_first_CLAY_layer_aboveD [m bsf]: 8.30 sum = su0 - rho_avD [kPa]: 220. sum_modified = max(sum,0) [kPa]: 220. kappa_m = rho_avB_eq/sum_modified [-]: 0.00 kappa_m_modified = max(kappa_m,5) [-]: 0.00 B_eq [m]: 14.0 lambda = D/B_eq [-]: 1.11 kappa_0=kappa_mod/(lambdakappa_mod+1)[-]: 0.00 sp_beta/deg [deg]: 180. sp_alpha [-]: 0.600 Nc0 [-]: 7.82 su0 Nc0 [kPa]: 0.172E+04 p0 [kPa]: 136. su0Nc0 + p0 [kPa]: 0.186E+04 pi B_eq * B_eq /4 [m^2]: 153. Qv_GSC = ( su0Nc0 + p0 ) pi * B_eq * B_eq / 4 > Qv_GSC [kN]: 283973.6 Qv_GSC_fun: END --- > phi_lay_deg1 [deg]: 0.00 phi_lay_deg2 [deg]: 0.00 > Q_ub [kN]: 283973.6 > Qv_fmode_pt :GSC Q_ub_sub: END --- > Rs_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 Rs_pt [kN]: 23689.77 Rs_pt_fun: END --- > dW_pt_fun: < --- BEGIN < D [m]: 8.30 < B_pt [m]: 14.0 dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9359.023 dW_pt_fun: END --- > < z_tip_verify [m]: 10.0 D [m]: 8.10 B_eq [m]: 13.8 lay_num (D) [-]: 1 is_D_clay [t/f]: F Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 447218.8 Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 1000000. Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 1000000. Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000. Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 120669.5 Qv_fmode, failure mode : 'PTS' Qv_GSS_fun: < --- BEGIN < D [m]: 8.10 < B_eq [m]: 13.8 phi_av_fun: < --- BEGIN < z1 [m]: 8.10 phi_av [rad]: 0.489 > phi_av/deg [deg]: 28.0 phi_av_fun : END --- > is_D_clay [t/f]: F gamma_sub_av [kN/m^3]: 8.53 phi_rad_av [rad]: 0.489 phi_rad_av/deg [deg]: 28.0 N_gamma [-]: 10.6 N_q [-]: 27.9 d_gamma [-]: 1.00 d_q [-]: 1.16 p0 [kPa]: 72.9 gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 [kN]: 0.937E+05 p0d_qN_qpiB_eqB_eq/4 [kN]: 0.354E+06 Qv_GSS = gamma_sub_avD_gammaN_gammapiB_eqB_eqB_eq/8 + p0d_qN_qpiB_eqB_eq/4 > Qv_GSS [kN]: 447218.8 Qv_GSS_fun: END --- > sp_beta_fun: < --- BEGIN sp_beta [rad]: 2.86 > sp_beta/deg [deg]: 164. sp_beta_fun: END --- > Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT: -------------------------------------------------------- GSC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: D_B_eq_sub: < --- BEGIN D [m]: 8.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > H_cav_fun: < --- BEGIN < D [m]: 8.10 < B_eq [m]: 13.8 < I_BF [-]: 1 < D_top_first_SAND_layer [m]: 0.00 H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 8.10 H_cav_fun: END --- > B_S_fun: < --- BEGIN < z_tip [m]: 10.0 D_B_eq_sub: < --- BEGIN D [m]: 8.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > z1 [m]: 10.0 z2 [m]: 8.10 gamma_sub_av [kN/m^3]: 8.55 V_D [kN]: 49.1 > B_S = gamma_sub_av*V_D [kN]: 420.1993 B_S_fun: END --- > W_BF_fun: < --- BEGIN < z_tip [m]: 10.0 < I_BF [-]: 1 D_B_eq_sub: < --- BEGIN D [m]: 8.10 > B_eq [m]: 13.8 D_B_eq_sub: END --- > gamma_sub_av [kN/m^3]: 9.00 A [m^2]: 150. H_cav [m]: 8.10 V_spud [m^3]: 49.1 V_D [m^3]: 49.1 W_BF = gamma_sub_av [ A (D - H_cav) - (V_spud - V_D ) ] > W_BF [kN]: 0.1000000E-02 W_BF_fun: END --- > ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 8.10 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 49.1 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 120669.5 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 420.1993 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 121089.7 ioutd_z_tip_verify: END --- > soil_mat_adjust: < --- BEGIN < z_tip < i_sqc GSC ------------------------- output file: "JOB.O01" load spread factor #= ------------------------- z_tip D [m] [m] [m] ------------------------- 0.00 0.00 0.800 0.100 0.00 0.820 0.200 0.00 0.840 0.300 0.00 0.860 0.400 0.00 0.880 0.500 0.00 0.900 0.600 0.00 0.920 0.700 0.00 0.940 0.800 0.00 0.960 0.900 0.00 0.980 1.00 0.00 1.10 0.00 1.20 0.00 1.30 0.00 1.40 0.00 1.50 0.00 1.60 0.00 1.70 0.00 1.80 0.00 1.90 0.222E-15 13.8 2.00 0.100 2.10 0.200 2.20 0.300 2.30 0.400 2.40 0.500 2.50 0.600 2.60 0.700 2.70 0.800 2.80 0.900 2.90 1.00 3.00 1.10 3.10 1.20 3.20 1.30 3.30 1.40 3.40 1.50 3.50 1.60 3.60 1.70 3.70 1.80 3.80 1.90 3.90 2.00 4.00 2.10 4.10 2.20 4.20 2.30 4.30 2.40 4.40 2.50 4.50 2.60 4.60 2.70 4.70 2.80 4.80 2.90 4.90 3.00 5.00 3.10 5.10 3.20 5.20 3.30 5.30 3.40 5.40 3.50 5.50 3.60 5.60 3.70 5.70 3.80 5.80 3.90 5.90 4.00 6.00 4.10 6.10 4.20 6.20 4.30 6.30 4.40 6.40 4.50 6.50 4.60 6.60 4.70 6.70 4.80 6.80 4.90 6.90 5.00 7.00 5.10 7.10 5.20 7.20 5.30 7.30 5.40 7.40 5.50 7.50 5.60 7.60 5.70 7.70 5.80 7.80 5.90 7.90 6.00 8.00 6.10 8.10 6.20 8.20 6.30 8.30 6.40 8.40 6.50 8.50 6.60 8.60 6.70 8.70 6.80 8.80 6.90 8.90 7.00 9.00 7.10 9.10 7.20 9.20 7.30 9.30 7.40 9.40 7.50 9.50 7.60 9.60 7.70 9.70 7.80 9.80 7.90 9.90 8.00 10.0 8.10 10.1 8.20 10.2 8.30 10.3 8.40 10.4 8.50 10.5 8.60 10.6 8.70 10.7 8.80 10.8 8.90 10.9 9.00 11.0 9.10 11.1 9.20 11.2 9.30 11.3 9.40 11.4 9.50 11.5 9.60 11.6 9.70 11.7 9.80 11.8 9.90 11.9 10.0 12.0 10.1 12.1 10.2 12.2 10.3 12.3 10.4 12.4 10.5 12.5 10.6 12.6 10.7 12.7 10.8 12.8 10.9 12.9 11.0 13.0 11.1 13.1 11.2 13.2 11.3 13.3 11.4 13.4 11.5 13.5 11.6 13.6 11.7 13.7 11.8 13.8 11.9 13.9 12.0 14.0 12.1 14.1 12.2 14.2 12.3 14.3 12.4 14.4 12.5 14.5 12.6 14.6 12.7 14.7 12.8 14.8 12.9 14.9 13.0 15.0 13.1 15.1 13.2 15.2 13.3 15.3 13.4 15.4 13.5 15.5 13.6 15.6 13.7 15.7 13.8 15.8 13.9 15.9 14.0 16.0 14.1 16.1 14.2 16.2 14.3 16.3 14.4 16.4 14.5 16.5 14.6 16.6 14.7 16.7 14.8 16.8 14.9 16.9 15.0 17.0 15.1 17.1 15.2 17.2 15.3 17.3 15.4 17.4 15.5 17.5 15.6 17.6 15.7 17.7 15.8 17.8 15.9 17.9 16.0 18.0 16.1 18.1 16.2 18.2 16.3 18.3 16.4 18.4 16.5 18.5 16.6 18.6 16.7 18.7 16.8 18.8 16.9 18.9 17.0 19.0 17.1 19.1 17.2 19.2 17.3 19.3 17.4 19.4 17.5 19.5 17.6 19.6 17.7 19.7 17.8 19.8 17.9 19.9 18.0 20.0 18.1 20.1 18.2 20.2 18.3 20.3 18.4 20.4 18.5 20.5 18.6 20.6 18.7 20.7 18.8 20.8 18.9 20.9 19.0 21.0 19.1 21.1 19.2 21.2 19.3 21.3 19.4 21.4 19.5 21.5 19.6 21.6 19.7 21.7 19.8 21.8 19.9 21.9 20.0 22.0 20.1 22.1 20.2 22.2 20.3 22.3 20.4 22.4 20.5 22.5 20.6 22.6 20.7 22.7 20.8 22.8 20.9 22.9 21.0 23.0 21.1 23.1 21.2 23.2 21.3 23.3 21.4 23.4 21.5 23.5 21.6 23.6 21.7 23.7 21.8 23.8 21.9 23.9 22.0 24.0 22.1 24.1 22.2 24.2 22.3 24.3 22.4 24.4 22.5 24.5 22.6 24.6 22.7 24.7 22.8 24.8 22.9 24.9 23.0 25.0 23.1 25.1 23.2 25.2 23.3 25.3 23.4 25.4 23.5 25.5 23.6 25.6 23.7 25.7 23.8 25.8 23.9 25.9 24.0 26.0 24.1 26.1 24.2 26.2 24.3 26.3 24.4 26.4 24.5 26.5 24.6 26.6 24.7 26.7 24.8 26.8 24.9 26.9 25.0 27.0 25.1 27.1 25.2 27.2 25.3 27.3 25.4 27.4 25.5 27.5 25.6 27.6 25.7 27.7 25.8 27.8 25.9 27.9 26.0 28.0 26.1 28.1 26.2 ------------------------- z_tip D [m] [m] [m] ------------------------- ------------------------- output file: "JOB.O01" load spread factor #= ------------------------- z_tip D [m] [m] ------------------------- 0.00 0.00 0.800 0.100 0.00 0.820 0.200 0.00 0.840 0.300 0.00 0.860 0.400 0.00 0.880 0.500 0.00 0.900 0.600 0.00 0.920 0.700 0.00 0.940 0.800 0.00 0.960 0.900 0.00 0.980 1.00 0.00 1.00 1.10 0.00 2.42 1.20 0.00 3.85 1.30 0.00 5.27 1.40 0.00 6.70 1.50 0.00 8.12 1.60 0.00 9.55 1.70 0.00 11.0 1.80 0.00 12.4 1.90 0.222E-15 13.8 2.00 0.100 13.8 2.10 0.200 13.8 2.20 0.300 13.8 2.30 0.400 13.8 2.40 0.500 13.8 2.50 0.600 13.8 2.60 0.700 13.8 2.70 0.800 13.8 2.80 0.900 13.8 2.90 1.00 13.8 3.00 1.10 13.8 3.10 1.20 13.8 3.20 1.30 13.8 3.30 1.40 13.8 3.40 1.50 13.8 3.50 1.60 13.8 3.60 1.70 13.8 3.70 1.80 13.8 3.80 1.90 13.8 3.90 2.00 13.8 4.00 2.10 13.8 4.10 2.20 13.8 4.20 2.30 13.8 4.30 2.40 13.8 4.40 2.50 13.8 4.50 2.60 13.8 4.60 2.70 13.8 4.70 2.80 13.8 4.80 2.90 13.8 4.90 3.00 13.8 5.00 3.10 13.8 5.10 3.20 13.8 5.20 3.30 13.8 5.30 3.40 13.8 5.40 3.50 13.8 5.50 3.60 13.8 5.60 3.70 13.8 5.70 3.80 13.8 5.80 3.90 13.8 5.90 4.00 13.8 6.00 4.10 13.8 6.10 4.20 13.8 6.20 4.30 13.8 6.30 4.40 13.8 6.40 4.50 13.8 6.50 4.60 13.8 6.60 4.70 13.8 6.70 4.80 13.8 6.80 4.90 13.8 6.90 5.00 13.8 7.00 5.10 13.8 7.10 5.20 13.8 7.20 5.30 13.8 7.30 5.40 13.8 7.40 5.50 13.8 7.50 5.60 13.8 7.60 5.70 13.8 7.70 5.80 13.8 7.80 5.90 13.8 7.90 6.00 13.8 8.00 6.10 13.8 8.10 6.20 13.8 8.20 6.30 13.8 8.30 6.40 13.8 8.40 6.50 13.8 8.50 6.60 13.8 8.60 6.70 13.8 8.70 6.80 13.8 8.80 6.90 13.8 8.90 7.00 13.8 9.00 7.10 13.8 9.10 7.20 13.8 9.20 7.30 13.8 9.30 7.40 13.8 9.40 7.50 13.8 9.50 7.60 13.8 9.60 7.70 13.8 9.70 7.80 13.8 9.80 7.90 13.8 9.90 8.00 13.8 10.0 8.10 13.8 10.1 8.20 13.8 10.2 8.30 13.8 10.3 8.40 13.8 10.4 8.50 13.8 10.5 8.60 13.8 10.6 8.70 13.8 10.7 8.80 13.8 10.8 8.90 13.8 10.9 9.00 13.8 11.0 9.10 13.8 11.1 9.20 13.8 11.2 9.30 13.8 11.3 9.40 13.8 11.4 9.50 13.8 11.5 9.60 13.8 11.6 9.70 13.8 11.7 9.80 13.8 11.8 9.90 13.8 11.9 10.0 13.8 12.0 10.1 13.8 12.1 10.2 13.8 12.2 10.3 13.8 12.3 10.4 13.8 12.4 10.5 13.8 12.5 10.6 13.8 12.6 10.7 13.8 12.7 10.8 13.8 12.8 10.9 13.8 12.9 11.0 13.8 13.0 11.1 13.8 13.1 11.2 13.8 13.2 11.3 13.8 13.3 11.4 13.8 13.4 11.5 13.8 13.5 11.6 13.8 13.6 11.7 13.8 13.7 11.8 13.8 13.8 11.9 13.8 13.9 12.0 13.8 14.0 12.1 13.8 14.1 12.2 13.8 14.2 12.3 13.8 14.3 12.4 13.8 14.4 12.5 13.8 14.5 12.6 13.8 14.6 12.7 13.8 14.7 12.8 13.8 14.8 12.9 13.8 14.9 13.0 13.8 15.0 13.1 13.8 15.1 13.2 13.8 15.2 13.3 13.8 15.3 13.4 13.8 15.4 13.5 13.8 15.5 13.6 13.8 15.6 13.7 13.8 15.7 13.8 13.8 15.8 13.9 13.8 15.9 14.0 13.8 16.0 14.1 13.8 16.1 14.2 13.8 16.2 14.3 13.8 16.3 14.4 13.8 16.4 14.5 13.8 16.5 14.6 13.8 16.6 14.7 13.8 16.7 14.8 13.8 16.8 14.9 13.8 16.9 15.0 13.8 17.0 15.1 13.8 17.1 15.2 13.8 17.2 15.3 13.8 17.3 15.4 13.8 17.4 15.5 13.8 17.5 15.6 13.8 17.6 15.7 13.8 17.7 15.8 13.8 17.8 15.9 13.8 17.9 16.0 13.8 18.0 16.1 13.8 18.1 16.2 13.8 18.2 16.3 13.8 18.3 16.4 13.8 18.4 16.5 13.8 18.5 16.6 13.8 18.6 16.7 13.8 18.7 16.8 13.8 18.8 16.9 13.8 18.9 17.0 13.8 19.0 17.1 13.8 19.1 17.2 13.8 19.2 17.3 13.8 19.3 17.4 13.8 19.4 17.5 13.8 19.5 17.6 13.8 19.6 17.7 13.8 19.7 17.8 13.8 19.8 17.9 13.8 19.9 18.0 13.8 20.0 18.1 13.8 20.1 18.2 13.8 20.2 18.3 13.8 20.3 18.4 13.8 20.4 18.5 13.8 20.5 18.6 13.8 20.6 18.7 13.8 20.7 18.8 13.8 20.8 18.9 13.8 20.9 19.0 13.8 21.0 19.1 13.8 21.1 19.2 13.8 21.2 19.3 13.8 21.3 19.4 13.8 21.4 19.5 13.8 21.5 19.6 13.8 21.6 19.7 13.8 21.7 19.8 13.8 21.8 19.9 13.8 21.9 20.0 13.8 22.0 20.1 13.8 22.1 20.2 13.8 22.2 20.3 13.8 22.3 20.4 13.8 22.4 20.5 13.8 22.5 20.6 13.8 22.6 20.7 13.8 22.7 20.8 13.8 22.8 20.9 13.8 22.9 21.0 13.8 23.0 21.1 13.8 23.1 21.2 13.8 23.2 21.3 13.8 23.3 21.4 13.8 23.4 21.5 13.8 23.5 21.6 13.8 23.6 21.7 13.8 23.7 21.8 13.8 23.8 21.9 13.8 23.9 22.0 13.8 24.0 22.1 13.8 24.1 22.2 13.8 24.2 22.3 13.8 24.3 22.4 13.8 24.4 22.5 13.8 24.5 22.6 13.8 24.6 22.7 13.8 24.7 22.8 13.8 24.8 22.9 13.8 24.9 23.0 13.8 25.0 23.1 13.8 25.1 23.2 13.8 25.2 23.3 13.8 25.3 23.4 13.8 25.4 23.5 13.8 25.5 23.6 13.8 25.6 23.7 13.8 25.7 23.8 13.8 25.8 23.9 13.8 25.9 24.0 13.8 26.0 24.1 13.8 26.1 24.2 13.8 26.2 24.3 13.8 26.3 24.4 13.8 26.4 24.5 13.8 26.5 24.6 13.8 26.6 24.7 13.8 26.7 24.8 13.8 26.8 24.9 13.8 26.9 25.0 13.8 27.0 25.1 13.8 27.1 25.2 13.8 27.2 25.3 13.8 27.3 25.4 13.8 27.4 25.5 13.8 27.5 25.6 13.8 27.6 25.7 13.8 27.7 25.8 13.8 27.8 25.9 13.8 27.9 26.0 13.8 28.0 26.1 13.8 28.1 26.2 13.8 ------------------------- z_tip D [m] [m] ------------------------- [m]: 10.0 [-]: 1 ------------------------------------------------------------------------------------ 1; load spread factor = 3.00 (#rows V_L results= 282) ------------------------------------------------------------------------------------ B_eq H_cav V_spud V_D B_S W_BF Qv_Dpt V_L [m] [m^3] [m^3] [kN] [kN] [kN] [kN] ------------------------------------------------------------------------------------ 0.00 0.00 0.100E-02 0.900E-02 0.9000000E-02 19.18131 19.18131 0.00 0.515E-01 0.515E-01 0.464 0.1000000E-02 20.65617 21.11896 0.00 0.106 0.106 0.951 0.1000000E-02 22.20476 23.15453 0.00 0.162 0.162 1.46 0.1000000E-02 23.82888 25.28938 0.00 0.222 0.222 2.00 0.1000000E-02 25.53032 27.52587 0.00 0.284 0.284 2.56 0.1000000E-02 27.31089 29.86636 0.00 0.349 0.349 3.14 0.1000000E-02 29.17237 32.31322 0.00 0.417 0.417 3.75 0.1000000E-02 31.11658 34.86881 0.00 0.488 0.488 4.39 0.1000000E-02 33.14530 37.53549 0.00 0.562 0.562 5.06 0.1000000E-02 35.26034 40.31564 1.00 0.00 0.639 0.639 5.75 0.1000000E-02 37.46349 43.21161 2.42 0.00 0.882 0.882 7.94 0.1000000E-02 533.8816 541.8216 3.85 0.00 1.67 1.67 15.0 0.1000000E-02 2136.065 2151.079 5.27 0.00 3.32 3.32 29.8 0.1000000E-02 5493.687 5523.525 6.70 0.00 6.14 6.14 55.3 0.1000000E-02 11256.42 11311.71 8.12 0.00 10.5 10.5 94.2 0.1000000E-02 20073.95 20168.16 9.55 0.00 16.6 16.6 150. 0.1000000E-02 32595.94 32745.44 11.0 0.00 24.9 24.9 224. 0.1000000E-02 49472.07 49696.09 12.4 0.00 35.6 35.6 321. 0.1000000E-02 71352.02 71672.65 0.222E-15 49.1 49.1 442. 0.1000000E-02 98885.45 99327.64 13.8 0.100 49.1 49.1 442. 0.1000000E-02 102660.2 103102.4 13.8 0.200 49.1 49.1 442. 0.1000000E-02 106451.3 106893.5 13.8 0.300 49.1 49.1 442. 0.1000000E-02 110258.7 110700.9 13.8 0.400 49.1 49.1 442. 0.1000000E-02 114082.4 114524.6 13.8 0.500 49.1 49.1 442. 0.1000000E-02 117922.4 118364.6 13.8 0.600 49.1 49.1 442. 0.1000000E-02 121778.7 122220.9 13.8 0.700 49.1 49.1 442. 0.1000000E-02 125651.2 126093.4 13.8 0.800 49.1 49.1 442. 0.1000000E-02 129540.0 129982.2 13.8 0.900 49.1 49.1 442. 0.1000000E-02 133444.9 133887.1 13.8 1.00 49.1 49.1 442. 0.1000000E-02 137366.1 137808.3 13.8 1.10 49.1 49.1 442. 0.1000000E-02 141303.4 141745.5 13.8 1.20 49.1 49.1 442. 0.1000000E-02 145256.7 145698.9 13.8 1.30 49.1 49.1 442. 0.1000000E-02 149226.2 149668.4 13.8 1.40 49.1 49.1 442. 0.1000000E-02 153211.7 153653.9 13.8 1.50 49.1 49.1 442. 0.1000000E-02 157213.2 157655.4 13.8 1.60 49.1 49.1 442. 0.1000000E-02 161230.6 161672.8 13.8 1.70 49.1 49.1 442. 0.1000000E-02 165263.9 165706.1 13.8 1.80 49.1 49.1 442. 0.1000000E-02 169313.0 169755.2 13.8 1.90 49.1 49.1 442. 0.1000000E-02 173377.9 173820.1 13.8 2.00 49.1 49.1 442. 0.1000000E-02 177458.6 177900.8 13.8 2.10 49.1 49.1 442. 0.1000000E-02 181286.9 181729.1 13.8 2.20 49.1 49.1 442. 0.1000000E-02 180232.9 180675.1 13.8 2.30 49.1 49.1 442. 0.1000000E-02 179180.0 179622.2 13.8 2.40 49.1 49.1 442. 0.1000000E-02 178128.3 178570.5 13.8 2.50 49.1 49.1 442. 0.1000000E-02 177077.7 177519.9 13.8 2.60 49.1 49.1 442. 0.1000000E-02 176028.3 176470.5 13.8 2.70 49.1 49.1 442. 0.1000000E-02 174980.1 175422.3 13.8 2.80 49.1 49.1 442. 0.1000000E-02 173933.1 174375.3 13.8 2.90 49.1 49.1 442. 0.1000000E-02 172887.4 173329.5 13.8 3.00 49.1 49.1 442. 0.1000000E-02 171842.8 172285.0 13.8 3.10 49.1 49.1 442. 0.1000000E-02 170799.6 171241.8 13.8 3.20 49.1 49.1 442. 0.1000000E-02 169757.6 170199.8 13.8 3.30 49.1 49.1 442. 0.1000000E-02 168716.9 169159.1 13.8 3.40 49.1 49.1 442. 0.1000000E-02 167677.6 168119.8 13.8 3.50 49.1 49.1 442. 0.1000000E-02 166639.6 167081.8 13.8 3.60 49.1 49.1 442. 0.1000000E-02 165602.9 166045.1 13.8 3.70 49.1 49.1 442. 0.1000000E-02 164567.7 165009.9 13.8 3.80 49.1 49.1 442. 0.1000000E-02 163533.8 163976.0 13.8 3.90 49.1 49.1 442. 0.1000000E-02 162501.3 162943.5 13.8 4.00 49.1 49.1 442. 0.1000000E-02 161470.3 161912.5 13.8 4.10 49.1 49.1 442. 0.1000000E-02 160440.8 160883.0 13.8 4.20 49.1 49.1 442. 0.1000000E-02 159412.7 159854.9 13.8 4.30 49.1 49.1 442. 0.1000000E-02 158386.1 158828.3 13.8 4.40 49.1 49.1 442. 0.1000000E-02 157361.0 157803.2 13.8 4.50 49.1 49.1 442. 0.1000000E-02 156337.5 156779.7 13.8 4.60 49.1 49.1 442. 0.1000000E-02 155315.5 155757.7 13.8 4.70 49.1 49.1 442. 0.1000000E-02 154295.0 154737.2 13.8 4.80 49.1 49.1 442. 0.1000000E-02 153276.2 153718.4 13.8 4.90 49.1 49.1 442. 0.1000000E-02 152259.0 152701.2 13.8 5.00 49.1 49.1 442. 0.1000000E-02 151243.4 151685.6 13.8 5.10 49.1 49.1 442. 0.1000000E-02 150229.4 150671.6 13.8 5.20 49.1 49.1 442. 0.1000000E-02 149217.1 149659.3 13.8 5.30 49.1 49.1 442. 0.1000000E-02 148206.5 148648.7 13.8 5.40 49.1 49.1 442. 0.1000000E-02 147197.6 147639.8 13.8 5.50 49.1 49.1 442. 0.1000000E-02 146190.4 146632.6 13.8 5.60 49.1 49.1 442. 0.1000000E-02 145184.9 145627.1 13.8 5.70 49.1 49.1 442. 0.1000000E-02 144181.2 144623.4 13.8 5.80 49.1 49.1 442. 0.1000000E-02 143179.3 143621.5 13.8 5.90 49.1 49.1 442. 0.1000000E-02 142179.2 142621.4 13.8 6.00 49.1 49.1 442. 0.1000000E-02 141180.9 141623.1 13.8 6.10 49.1 49.1 442. 0.1000000E-02 140184.4 140626.6 13.8 6.20 49.1 49.1 442. 0.1000000E-02 139189.8 139632.0 13.8 6.30 49.1 49.1 442. 0.1000000E-02 138197.1 138639.2 13.8 6.40 49.1 49.1 442. 0.1000000E-02 137206.2 137648.4 13.8 6.50 49.1 49.1 441. 0.1000000E-02 136217.3 136658.2 13.8 6.60 49.1 49.1 440. 0.1000000E-02 135230.2 135669.9 13.8 6.70 49.1 49.1 438. 0.1000000E-02 134245.2 134683.5 13.8 6.80 49.1 49.1 437. 0.1000000E-02 133262.1 133699.1 13.8 6.90 49.1 49.1 436. 0.1000000E-02 132281.0 132716.7 13.8 7.00 49.1 49.1 434. 0.1000000E-02 131301.9 131736.3 13.8 7.10 49.1 49.1 433. 0.1000000E-02 130324.8 130757.9 13.8 7.20 49.1 49.1 432. 0.1000000E-02 129349.7 129781.6 13.8 7.30 49.1 49.1 431. 0.1000000E-02 128376.8 128807.3 13.8 7.40 49.1 49.1 429. 0.1000000E-02 127405.9 127835.1 13.8 7.50 49.1 49.1 428. 0.1000000E-02 126437.1 126865.0 13.8 7.60 49.1 49.1 427. 0.1000000E-02 125470.4 125897.1 13.8 7.70 49.1 49.1 425. 0.1000000E-02 124505.9 124931.2 13.8 7.80 49.1 49.1 424. 0.1000000E-02 123543.5 123967.6 13.8 7.90 49.1 49.1 423. 0.1000000E-02 122583.3 123006.1 13.8 8.00 49.1 49.1 421. 0.1000000E-02 121625.3 122046.8 13.8 8.10 49.1 49.1 420. 0.1000000E-02 120669.5 121089.7 13.8 8.20 49.1 49.1 419. 0.1000000E-02 119715.9 120134.8 13.8 8.30 49.1 49.1 418. 0.1000000E-02 116864.5 117282.1 13.8 8.40 49.1 49.1 418. 0.1000000E-02 117138.8 117556.4 13.8 8.50 49.1 49.1 418. 0.1000000E-02 117412.7 117830.4 13.8 8.60 49.1 49.1 418. 0.1000000E-02 117686.3 118103.9 13.8 8.70 49.1 49.1 418. 0.1000000E-02 117959.4 118377.0 13.8 8.80 49.1 49.1 418. 0.1000000E-02 118232.2 118649.8 13.8 8.90 49.1 49.1 418. 0.1000000E-02 118504.5 118922.1 13.8 9.00 49.1 49.1 418. 0.1000000E-02 118776.5 119194.1 13.8 9.10 49.1 49.1 418. 0.1000000E-02 119048.1 119465.7 13.8 9.20 49.1 49.1 418. 0.1000000E-02 119319.3 119736.9 13.8 9.30 49.1 49.1 418. 0.1000000E-02 119590.2 120007.8 13.8 9.40 49.1 49.1 418. 0.1000000E-02 119860.6 120278.3 13.8 9.50 49.1 49.1 418. 0.1000000E-02 120130.7 120548.4 13.8 9.60 49.1 49.1 418. 0.1000000E-02 120400.5 120818.1 13.8 9.70 49.1 49.1 418. 0.1000000E-02 120669.9 121087.5 13.8 9.80 49.1 49.1 418. 0.1000000E-02 120938.9 121356.5 13.8 9.90 49.1 49.1 418. 0.1000000E-02 121207.5 121625.1 13.8 10.0 49.1 49.1 418. 0.1000000E-02 121475.8 121893.4 13.8 10.1 49.1 49.1 418. 0.1000000E-02 121743.7 122161.3 13.8 10.2 49.1 49.1 418. 0.1000000E-02 122011.3 122428.9 13.8 10.3 49.1 49.1 418. 0.1000000E-02 122278.5 122696.1 13.8 10.4 49.1 49.1 418. 0.1000000E-02 122545.4 122963.0 13.8 10.5 49.1 49.1 418. 0.1000000E-02 122811.9 123229.5 13.8 10.6 49.1 49.1 418. 0.1000000E-02 123078.1 123495.7 13.8 10.7 49.1 49.1 418. 0.1000000E-02 123343.9 123761.5 13.8 10.8 49.1 49.1 418. 0.1000000E-02 123609.4 124027.0 13.8 10.9 49.1 49.1 418. 0.1000000E-02 123874.6 124292.2 13.8 11.0 49.1 49.1 418. 0.1000000E-02 124139.4 124557.0 13.8 11.1 49.1 49.1 418. 0.1000000E-02 124403.9 124821.5 13.8 11.2 49.1 49.1 418. 0.1000000E-02 124668.0 125085.6 13.8 11.3 49.1 49.1 418. 0.1000000E-02 124931.8 125349.5 13.8 11.4 49.1 49.1 418. 0.1000000E-02 125195.3 125613.0 13.8 11.5 49.1 49.1 418. 0.1000000E-02 125458.5 125876.1 13.8 11.6 49.1 49.1 418. 0.1000000E-02 125721.3 126138.9 13.8 11.7 49.1 49.1 418. 0.1000000E-02 125983.8 126401.5 13.8 11.8 49.1 49.1 418. 0.1000000E-02 126246.0 126663.7 13.8 11.9 49.1 49.1 418. 0.1000000E-02 126507.9 126925.5 13.8 12.0 49.1 49.1 418. 0.1000000E-02 126769.5 127187.1 13.8 12.1 49.1 49.1 418. 0.1000000E-02 127030.7 127448.3 13.8 12.2 49.1 49.1 418. 0.1000000E-02 127889.0 128306.7 13.8 12.3 49.1 49.1 418. 0.1000000E-02 128795.2 129212.9 13.8 12.4 49.1 49.1 418. 0.1000000E-02 129743.3 130160.9 13.8 12.5 49.1 49.1 418. 0.1000000E-02 130737.3 131154.9 13.8 12.6 49.1 49.1 418. 0.1000000E-02 131782.1 132199.7 13.8 12.7 49.1 49.1 418. 0.1000000E-02 132883.1 133300.8 13.8 12.8 49.1 49.1 418. 0.1000000E-02 134046.6 134464.2 13.8 12.9 49.1 49.1 418. 0.1000000E-02 135279.7 135697.4 13.8 13.0 49.1 49.1 418. 0.1000000E-02 136590.9 137008.5 13.8 13.1 49.1 49.1 418. 0.1000000E-02 137989.8 138407.5 13.8 13.2 49.1 49.1 418. 0.1000000E-02 139488.0 139905.6 13.8 13.3 49.1 49.1 418. 0.1000000E-02 141098.9 141516.5 13.8 13.4 49.1 49.1 418. 0.1000000E-02 142838.7 143256.3 13.8 13.5 49.1 49.1 418. 0.1000000E-02 144726.7 145144.3 13.8 13.6 49.1 49.1 418. 0.1000000E-02 146786.2 147203.9 13.8 13.7 49.1 49.1 419. 0.1000000E-02 149046.0 149464.9 13.8 13.8 49.1 49.1 420. 0.1000000E-02 151541.2 151961.4 13.8 13.9 49.1 49.1 421. 0.1000000E-02 154316.2 154737.7 13.8 14.0 49.1 49.1 423. 0.1000000E-02 157426.7 157849.5 13.8 14.1 49.1 49.1 424. 0.1000000E-02 160944.8 161368.9 13.8 14.2 49.1 49.1 425. 0.1000000E-02 164964.5 165389.8 13.8 14.3 49.1 49.1 427. 0.1000000E-02 169611.1 170037.8 13.8 14.4 49.1 49.1 428. 0.1000000E-02 175055.7 175483.6 13.8 14.5 49.1 49.1 429. 0.1000000E-02 181537.6 181966.9 13.8 14.6 49.1 49.1 431. 0.1000000E-02 189402.7 189833.2 13.8 14.7 49.1 49.1 432. 0.1000000E-02 199169.5 199601.4 13.8 14.8 49.1 49.1 433. 0.1000000E-02 211653.2 212086.4 13.8 14.9 49.1 49.1 434. 0.1000000E-02 228212.2 228646.7 13.8 15.0 49.1 49.1 436. 0.1000000E-02 251291.7 251727.4 13.8 15.1 49.1 49.1 437. 0.1000000E-02 279782.5 280219.5 13.8 15.2 49.1 49.1 438. 0.1000000E-02 279584.1 280022.4 13.8 15.3 49.1 49.1 440. 0.1000000E-02 279385.7 279825.4 13.8 15.4 49.1 49.1 441. 0.1000000E-02 279187.4 279628.3 13.8 15.5 49.1 49.1 442. 0.1000000E-02 274159.1 274601.3 13.8 15.6 49.1 49.1 442. 0.1000000E-02 274566.3 275008.5 13.8 15.7 49.1 49.1 442. 0.1000000E-02 274973.0 275415.2 13.8 15.8 49.1 49.1 442. 0.1000000E-02 275379.1 275821.3 13.8 15.9 49.1 49.1 442. 0.1000000E-02 275784.6 276226.8 13.8 16.0 49.1 49.1 442. 0.1000000E-02 276189.6 276631.8 13.8 16.1 49.1 49.1 442. 0.1000000E-02 276594.0 277036.2 13.8 16.2 49.1 49.1 442. 0.1000000E-02 276997.9 277440.1 13.8 16.3 49.1 49.1 442. 0.1000000E-02 277401.2 277843.4 13.8 16.4 49.1 49.1 442. 0.1000000E-02 277804.0 278246.2 13.8 16.5 49.1 49.1 442. 0.1000000E-02 278206.2 278648.4 13.8 16.6 49.1 49.1 442. 0.1000000E-02 278607.9 279050.0 13.8 16.7 49.1 49.1 442. 0.1000000E-02 279009.0 279451.2 13.8 16.8 49.1 49.1 442. 0.1000000E-02 279409.6 279851.8 13.8 16.9 49.1 49.1 442. 0.1000000E-02 279809.7 280251.8 13.8 17.0 49.1 49.1 442. 0.1000000E-02 280209.2 280651.4 13.8 17.1 49.1 49.1 442. 0.1000000E-02 280608.2 281050.4 13.8 17.2 49.1 49.1 442. 0.1000000E-02 281006.7 281448.8 13.8 17.3 49.1 49.1 442. 0.1000000E-02 281404.6 281846.8 13.8 17.4 49.1 49.1 442. 0.1000000E-02 281802.0 282244.2 13.8 17.5 49.1 49.1 442. 0.1000000E-02 282198.9 282641.1 13.8 17.6 49.1 49.1 442. 0.1000000E-02 282595.3 283037.5 13.8 17.7 49.1 49.1 442. 0.1000000E-02 282991.2 283433.4 13.8 17.8 49.1 49.1 442. 0.1000000E-02 283386.6 283828.8 13.8 17.9 49.1 49.1 442. 0.1000000E-02 283781.4 284223.6 13.8 18.0 49.1 49.1 442. 0.1000000E-02 284175.8 284618.0 13.8 18.1 49.1 49.1 442. 0.1000000E-02 284569.6 285011.8 13.8 18.2 49.1 49.1 442. 0.1000000E-02 284963.0 285405.2 13.8 18.3 49.1 49.1 442. 0.1000000E-02 285355.8 285798.0 13.8 18.4 49.1 49.1 442. 0.1000000E-02 285748.2 286190.4 13.8 18.5 49.1 49.1 442. 0.1000000E-02 286140.0 286582.2 13.8 18.6 49.1 49.1 442. 0.1000000E-02 286531.4 286973.6 13.8 18.7 49.1 49.1 442. 0.1000000E-02 286922.3 287364.5 13.8 18.8 49.1 49.1 442. 0.1000000E-02 287312.7 287754.9 13.8 18.9 49.1 49.1 442. 0.1000000E-02 287702.6 288144.8 13.8 19.0 49.1 49.1 442. 0.1000000E-02 288092.0 288534.2 13.8 19.1 49.1 49.1 442. 0.1000000E-02 288480.9 288923.1 13.8 19.2 49.1 49.1 442. 0.1000000E-02 288869.4 289311.6 13.8 19.3 49.1 49.1 442. 0.1000000E-02 289257.4 289699.6 13.8 19.4 49.1 49.1 442. 0.1000000E-02 289644.9 290087.1 13.8 19.5 49.1 49.1 442. 0.1000000E-02 290031.9 290474.1 13.8 19.6 49.1 49.1 442. 0.1000000E-02 290418.5 290860.7 13.8 19.7 49.1 49.1 442. 0.1000000E-02 290804.6 291246.8 13.8 19.8 49.1 49.1 442. 0.1000000E-02 291190.3 291632.4 13.8 19.9 49.1 49.1 442. 0.1000000E-02 291575.4 292017.6 13.8 20.0 49.1 49.1 442. 0.1000000E-02 291960.1 292402.3 13.8 20.1 49.1 49.1 442. 0.1000000E-02 292344.4 292786.6 13.8 20.2 49.1 49.1 442. 0.1000000E-02 292728.2 293170.4 13.8 20.3 49.1 49.1 442. 0.1000000E-02 293111.6 293553.7 13.8 20.4 49.1 49.1 442. 0.1000000E-02 293494.5 293936.6 13.8 20.5 49.1 49.1 442. 0.1000000E-02 293876.9 294319.1 13.8 20.6 49.1 49.1 442. 0.1000000E-02 294258.9 294701.1 13.8 20.7 49.1 49.1 442. 0.1000000E-02 294640.5 295082.6 13.8 20.8 49.1 49.1 442. 0.1000000E-02 295021.6 295463.7 13.8 20.9 49.1 49.1 442. 0.1000000E-02 295402.2 295844.4 13.8 21.0 49.1 49.1 442. 0.1000000E-02 295782.5 296224.6 13.8 21.1 49.1 49.1 442. 0.1000000E-02 296162.2 296604.4 13.8 21.2 49.1 49.1 442. 0.1000000E-02 296541.6 296983.8 13.8 21.3 49.1 49.1 442. 0.1000000E-02 296920.5 297362.7 13.8 21.4 49.1 49.1 442. 0.1000000E-02 297299.0 297741.2 13.8 21.5 49.1 49.1 442. 0.1000000E-02 297677.1 298119.2 13.8 21.6 49.1 49.1 442. 0.1000000E-02 298054.7 298496.9 13.8 21.7 49.1 49.1 442. 0.1000000E-02 298431.9 298874.1 13.8 21.8 49.1 49.1 442. 0.1000000E-02 298808.7 299250.8 13.8 21.9 49.1 49.1 442. 0.1000000E-02 299185.0 299627.2 13.8 22.0 49.1 49.1 442. 0.1000000E-02 299560.9 300003.1 13.8 22.1 49.1 49.1 442. 0.1000000E-02 299936.5 300378.6 13.8 22.2 49.1 49.1 442. 0.1000000E-02 300311.6 300753.7 13.8 22.3 49.1 49.1 442. 0.1000000E-02 300686.2 301128.4 13.8 22.4 49.1 49.1 442. 0.1000000E-02 301060.5 301502.7 13.8 22.5 49.1 49.1 442. 0.1000000E-02 301434.4 301876.5 13.8 22.6 49.1 49.1 442. 0.1000000E-02 301807.8 302250.0 13.8 22.7 49.1 49.1 442. 0.1000000E-02 302180.8 302623.0 13.8 22.8 49.1 49.1 442. 0.1000000E-02 302553.5 302995.7 13.8 22.9 49.1 49.1 442. 0.1000000E-02 302925.7 303367.9 13.8 23.0 49.1 49.1 442. 0.1000000E-02 303297.5 303739.7 13.8 23.1 49.1 49.1 442. 0.1000000E-02 303668.9 304111.1 13.8 23.2 49.1 49.1 442. 0.1000000E-02 304040.0 304482.2 13.8 23.3 49.1 49.1 442. 0.1000000E-02 304410.6 304852.8 13.8 23.4 49.1 49.1 442. 0.1000000E-02 304780.8 305223.0 13.8 23.5 49.1 49.1 442. 0.1000000E-02 305150.6 305592.8 13.8 23.6 49.1 49.1 442. 0.1000000E-02 305520.1 305962.3 13.8 23.7 49.1 49.1 442. 0.1000000E-02 305889.1 306331.3 13.8 23.8 49.1 49.1 442. 0.1000000E-02 306257.8 306700.0 13.8 23.9 49.1 49.1 442. 0.1000000E-02 306626.1 307068.2 13.8 24.0 49.1 49.1 442. 0.1000000E-02 306993.9 307436.1 13.8 24.1 49.1 49.1 442. 0.1000000E-02 307361.4 307803.6 13.8 24.2 49.1 49.1 442. 0.1000000E-02 307728.6 308170.7 13.8 24.3 49.1 49.1 442. 0.1000000E-02 308095.3 308537.5 13.8 24.4 49.1 49.1 442. 0.1000000E-02 308461.6 308903.8 13.8 24.5 49.1 49.1 442. 0.1000000E-02 308827.6 309269.8 13.8 24.6 49.1 49.1 442. 0.1000000E-02 309193.2 309635.4 13.8 24.7 49.1 49.1 442. 0.1000000E-02 309558.4 310000.6 13.8 24.8 49.1 49.1 442. 0.1000000E-02 309923.3 310365.5 13.8 24.9 49.1 49.1 442. 0.1000000E-02 310287.8 310729.9 13.8 25.0 49.1 49.1 442. 0.1000000E-02 310651.9 311094.1 13.8 25.1 49.1 49.1 442. 0.1000000E-02 311015.6 311457.8 13.8 25.2 49.1 49.1 442. 0.1000000E-02 311379.0 311821.2 13.8 25.3 49.1 49.1 442. 0.1000000E-02 311742.0 312184.2 13.8 25.4 49.1 49.1 442. 0.1000000E-02 312104.6 312546.8 13.8 25.5 49.1 49.1 442. 0.1000000E-02 312466.9 312909.1 13.8 25.6 49.1 49.1 442. 0.1000000E-02 312828.8 313271.0 13.8 25.7 49.1 49.1 442. 0.1000000E-02 313190.3 313632.5 13.8 25.8 49.1 49.1 442. 0.1000000E-02 313551.5 313993.7 13.8 25.9 49.1 49.1 442. 0.1000000E-02 313912.4 314354.5 13.8 26.0 49.1 49.1 442. 0.1000000E-02 314272.8 314715.0 13.8 26.1 49.1 49.1 442. 0.1000000E-02 314633.0 315075.1 13.8 26.2 49.1 49.1 442. 0.1000000E-02 314992.7 315434.9 ------------------------------------------------------------------------------------ B_eq H_cav V_spud V_D B_S W_BF Qv_Dpt V_L [m] [m^3] [m^3] [kN] [kN] [kN] [kN] ------------------------------------------------------------------------------------ ------------------------------------------ 1; load spread factor = 3.00 (#rows QV_FMODE results= 282) ------------------------------------------ B_eq Qv_Dpt V_L Qv_fmode [m] [kN] [kN] ------------------------------------------ 19.18131 19.18131 GSS 20.65617 21.11896 GSS 22.20476 23.15453 GSS 23.82888 25.28938 GSS 25.53032 27.52587 GSS 27.31089 29.86636 GSS 29.17237 32.31322 GSS 31.11658 34.86881 GSS 33.14530 37.53549 GSS 35.26034 40.31564 GSS 37.46349 43.21161 GSS 533.8816 541.8216 GSS 2136.065 2151.079 GSS 5493.687 5523.525 GSS 11256.42 11311.71 GSS 20073.95 20168.16 GSS 32595.94 32745.44 GSS 49472.07 49696.09 GSS 71352.02 71672.65 GSS 98885.45 99327.64 GSS 102660.2 103102.4 GSS 106451.3 106893.5 GSS 110258.7 110700.9 GSS 114082.4 114524.6 GSS 117922.4 118364.6 GSS 121778.7 122220.9 GSS 125651.2 126093.4 GSS 129540.0 129982.2 GSS 133444.9 133887.1 GSS 137366.1 137808.3 GSS 141303.4 141745.5 GSS 145256.7 145698.9 GSS 149226.2 149668.4 GSS 153211.7 153653.9 GSS 157213.2 157655.4 GSS 161230.6 161672.8 GSS 165263.9 165706.1 GSS 169313.0 169755.2 GSS 173377.9 173820.1 GSS 177458.6 177900.8 GSS 181286.9 181729.1 PTS>GSC 180232.9 180675.1 PTS>GSC 179180.0 179622.2 PTS>GSC 178128.3 178570.5 PTS>GSC 177077.7 177519.9 PTS>GSC 176028.3 176470.5 PTS>GSC 174980.1 175422.3 PTS>GSC 173933.1 174375.3 PTS>GSC 172887.4 173329.5 PTS>GSC 171842.8 172285.0 PTS>GSC 170799.6 171241.8 PTS>GSC 169757.6 170199.8 PTS>GSC 168716.9 169159.1 PTS>GSC 167677.6 168119.8 PTS>GSC 166639.6 167081.8 PTS>GSC 165602.9 166045.1 PTS>GSC 164567.7 165009.9 PTS>GSC 163533.8 163976.0 PTS>GSC 162501.3 162943.5 PTS>GSC 161470.3 161912.5 PTS>GSC 160440.8 160883.0 PTS>GSC 159412.7 159854.9 PTS>GSC 158386.1 158828.3 PTS>GSC 157361.0 157803.2 PTS>GSC 156337.5 156779.7 PTS>GSC 155315.5 155757.7 PTS>GSC 154295.0 154737.2 PTS>GSC 153276.2 153718.4 PTS>GSC 152259.0 152701.2 PTS>GSC 151243.4 151685.6 PTS>GSC 150229.4 150671.6 PTS>GSC 149217.1 149659.3 PTS>GSC 148206.5 148648.7 PTS>GSC 147197.6 147639.8 PTS>GSC 146190.4 146632.6 PTS>GSC 145184.9 145627.1 PTS>GSC 144181.2 144623.4 PTS>GSC 143179.3 143621.5 PTS>GSC 142179.2 142621.4 PTS>GSC 141180.9 141623.1 PTS>GSC 140184.4 140626.6 PTS>GSC 139189.8 139632.0 PTS>GSC 138197.1 138639.2 PTS>GSC 137206.2 137648.4 PTS>GSC 136217.3 136658.2 PTS>GSC 135230.2 135669.9 PTS>GSC 134245.2 134683.5 PTS>GSC 133262.1 133699.1 PTS>GSC 132281.0 132716.7 PTS>GSC 131301.9 131736.3 PTS>GSC 130324.8 130757.9 PTS>GSC 129349.7 129781.6 PTS>GSC 128376.8 128807.3 PTS>GSC 127405.9 127835.1 PTS>GSC 126437.1 126865.0 PTS>GSC 125470.4 125897.1 PTS>GSC 124505.9 124931.2 PTS>GSC 123543.5 123967.6 PTS>GSC 122583.3 123006.1 PTS>GSC 121625.3 122046.8 PTS>GSC 120669.5 121089.7 PTS>GSC 119715.9 120134.8 PTS>GSC 116864.5 117282.1 GSC 117138.8 117556.4 GSC 117412.7 117830.4 GSC 117686.3 118103.9 GSC 117959.4 118377.0 GSC 118232.2 118649.8 GSC 118504.5 118922.1 GSC 118776.5 119194.1 GSC 119048.1 119465.7 GSC 119319.3 119736.9 GSC 119590.2 120007.8 GSC 119860.6 120278.3 GSC 120130.7 120548.4 GSC 120400.5 120818.1 GSC 120669.9 121087.5 GSC 120938.9 121356.5 GSC 121207.5 121625.1 GSC 121475.8 121893.4 GSC 121743.7 122161.3 GSC 122011.3 122428.9 GSC 122278.5 122696.1 GSC 122545.4 122963.0 GSC 122811.9 123229.5 GSC 123078.1 123495.7 GSC 123343.9 123761.5 GSC 123609.4 124027.0 GSC 123874.6 124292.2 GSC 124139.4 124557.0 GSC 124403.9 124821.5 GSC 124668.0 125085.6 GSC 124931.8 125349.5 GSC 125195.3 125613.0 GSC 125458.5 125876.1 GSC 125721.3 126138.9 GSC 125983.8 126401.5 GSC 126246.0 126663.7 GSC 126507.9 126925.5 GSC 126769.5 127187.1 GSC 127030.7 127448.3 GSC 127889.0 128306.7 SQC 128795.2 129212.9 SQC 129743.3 130160.9 SQC 130737.3 131154.9 SQC 131782.1 132199.7 SQC 132883.1 133300.8 SQC 134046.6 134464.2 SQC 135279.7 135697.4 SQC 136590.9 137008.5 SQC 137989.8 138407.5 SQC 139488.0 139905.6 SQC 141098.9 141516.5 SQC 142838.7 143256.3 SQC 144726.7 145144.3 SQC 146786.2 147203.9 SQC 149046.0 149464.9 SQC 151541.2 151961.4 SQC 154316.2 154737.7 SQC 157426.7 157849.5 SQC 160944.8 161368.9 SQC 164964.5 165389.8 SQC 169611.1 170037.8 SQC 175055.7 175483.6 SQC 181537.6 181966.9 SQC 189402.7 189833.2 SQC 199169.5 199601.4 SQC 211653.2 212086.4 SQC 228212.2 228646.7 SQC 251291.7 251727.4 SQC 279782.5 280219.5 PTC>GSC 279584.1 280022.4 PTC>GSC 279385.7 279825.4 PTC>GSC 279187.4 279628.3 PTC>GSC 274159.1 274601.3 GSC 274566.3 275008.5 GSC 274973.0 275415.2 GSC 275379.1 275821.3 GSC 275784.6 276226.8 GSC 276189.6 276631.8 GSC 276594.0 277036.2 GSC 276997.9 277440.1 GSC 277401.2 277843.4 GSC 277804.0 278246.2 GSC 278206.2 278648.4 GSC 278607.9 279050.0 GSC 279009.0 279451.2 GSC 279409.6 279851.8 GSC 279809.7 280251.8 GSC 280209.2 280651.4 GSC 280608.2 281050.4 GSC 281006.7 281448.8 GSC 281404.6 281846.8 GSC 281802.0 282244.2 GSC 282198.9 282641.1 GSC 282595.3 283037.5 GSC 282991.2 283433.4 GSC 283386.6 283828.8 GSC 283781.4 284223.6 GSC 284175.8 284618.0 GSC 284569.6 285011.8 GSC 284963.0 285405.2 GSC 285355.8 285798.0 GSC 285748.2 286190.4 GSC 286140.0 286582.2 GSC 286531.4 286973.6 GSC 286922.3 287364.5 GSC 287312.7 287754.9 GSC 287702.6 288144.8 GSC 288092.0 288534.2 GSC 288480.9 288923.1 GSC 288869.4 289311.6 GSC 289257.4 289699.6 GSC 289644.9 290087.1 GSC 290031.9 290474.1 GSC 290418.5 290860.7 GSC 290804.6 291246.8 GSC 291190.3 291632.4 GSC 291575.4 292017.6 GSC 291960.1 292402.3 GSC 292344.4 292786.6 GSC 292728.2 293170.4 GSC 293111.6 293553.7 GSC 293494.5 293936.6 GSC 293876.9 294319.1 GSC 294258.9 294701.1 GSC 294640.5 295082.6 GSC 295021.6 295463.7 GSC 295402.2 295844.4 GSC 295782.5 296224.6 GSC 296162.2 296604.4 GSC 296541.6 296983.8 GSC 296920.5 297362.7 GSC 297299.0 297741.2 GSC 297677.1 298119.2 GSC 298054.7 298496.9 GSC 298431.9 298874.1 GSC 298808.7 299250.8 GSC 299185.0 299627.2 GSC 299560.9 300003.1 GSC 299936.5 300378.6 GSC 300311.6 300753.7 GSC 300686.2 301128.4 GSC 301060.5 301502.7 GSC 301434.4 301876.5 GSC 301807.8 302250.0 GSC 302180.8 302623.0 GSC 302553.5 302995.7 GSC 302925.7 303367.9 GSC 303297.5 303739.7 GSC 303668.9 304111.1 GSC 304040.0 304482.2 GSC 304410.6 304852.8 GSC 304780.8 305223.0 GSC 305150.6 305592.8 GSC 305520.1 305962.3 GSC 305889.1 306331.3 GSC 306257.8 306700.0 GSC 306626.1 307068.2 GSC 306993.9 307436.1 GSC 307361.4 307803.6 GSC 307728.6 308170.7 GSC 308095.3 308537.5 GSC 308461.6 308903.8 GSC 308827.6 309269.8 GSC 309193.2 309635.4 GSC 309558.4 310000.6 GSC 309923.3 310365.5 GSC 310287.8 310729.9 GSC 310651.9 311094.1 GSC 311015.6 311457.8 GSC 311379.0 311821.2 GSC 311742.0 312184.2 GSC 312104.6 312546.8 GSC 312466.9 312909.1 GSC 312828.8 313271.0 GSC 313190.3 313632.5 GSC 313551.5 313993.7 GSC 313912.4 314354.5 GSC 314272.8 314715.0 GSC 314633.0 315075.1 GSC 314992.7 315434.9 GSC ------------------------------------------ B_eq Qv_Dpt V_L Qv_fmode [m] [kN] [kN] ------------------------------------------ out_sp_pen_sub: GSC 10.2 14.1 8.30 12.2 3.90 GSC 14.1 17.0 12.2 15.1 2.90 SQC 17.0 17.4 15.1 15.5 0.400 PTC>GSC 17.4 28.1 15.5 26.2 10.7 GSC ------------------------------------------------------------------- from to from to thickness z_tip z_tip D D T Qv_fmode [m] [m] [m] [m] [m] [-] ------------------------------------------------------------------- iso_19905_1: nlines_errors : 0 iso_19905_1: nlines_warnings: 4 WARNING. gmdata: soil layer # 3; BDEN=9.00 kN/m^3 is inconsistent with SU_TOP=220.00 kPa. WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=163 degrees is outside typical range [110 - 150]. WARNING. s__out: lots of output: IOUTD > 2 & NTIPD_VERIFY > 10; WARNING. s__out: #tip depths for verification, NTIPD_VERIFY=78 z_tip_penetration [m]: 1.75 out_sp_pen_sub: END --- > input file: "JOB.I01" output file: "JOB.O01" iso_19905_1: normal program end