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Output file contents	p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11 ———————————— at 14:00:18 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

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