! PIDATA: read in PROJECT IDENTIFICATION data cards 1.* SYH2_MODE23_RUN5.i01 ! card 1.1 IFILE_DUMMY = copy of input filename [255 char] SYH2_MODE23_RUN5.O01 ! card 1.2 OFILE = output text filename [255 char] SYH2_MODE23_RUN5.PDF ! card 1.3 PFILE = output plot filename [PDF format] [255 char] CAISSON_VHM ! card 1.4 CPROG = program name = 'CAISSON_VHM' [020 char] BASE CASE 2 RUN 5 NCGEOM=10 (D=?,H=12-4,Z=8), NLC=2(ALS+ULS) (Best Su) ! card 1.5 RTITLE = a/n run title [132 char] ISCOPE_VHM=23 with scour,straight catenary,±5°&±7.5° ! card 1.6 PTITLE = a/n project(plate) title [132 char] NOED/2024/09/09 ! card 1.7 PROJNO = a/n report/project number [030 char] ZK08 ! card 1.8 LOCATN = a/n location name [030 char] ! ------!------------------------!----------------------------!------------------------! ! MODE ! FIND ! FOR GIVEN ! FOUNDATION ! ! _VHM ! ! CAISSON LOAD ! TYPE ! ! ------!------------------------!----------------------------!------------------------! ! 10 ! Lopt ! D VHM ! support ! ! 11 ! Lopt_fix,Mopt ! D VH- ! support (fixed head) ! ! 12 ! FOS_MH ! D, L -HM ! support (L/D>1,V*<<1) ! ! 13 ! FOS_VHM ! D, L VHM ! support (L/D<2) ! ! 14 ! FOS_Hmax ! D, L -H- ! support (fixed head) ! ! 15 ! FOS_VHmax ! D, L VH- ! support (fixed head) ! ! 16 ! VH ! D, L ex (ex=M/V) ! support (DNV,1992) ! ! 17 ! VM ! D, L ez (ez=M/H) ! support (FEBV,2013) ! ! ------!------------------------!----------------------------!------------------------! ! 20 ! Lopt_fix, zlug_opt_fix ! D z, Tz, theta_z ! anchor (chain profile) ! ! 21 ! Lopt_fix, zlug_opt_fix ! D Tlug, theta_lug! anchor ! ! 22 ! Tlug ! D, L, zlug theta_lug ! anchor ! ! 23 ! FOS_Tlug ! D, L, zlug z, Tz, theta_z ! anchor (chain profile) ! ! ------!------------------------!----------------------------!------------------------! ! GMDATA: read in GROUND MODEL data cards 2.* 3 ! card 2.1 NUMSL: #soil layers ! z gsub su_t su_b ! cards 2.2 SOIL_MAT: soil data matrix ! [m] [kN/m3] [kPa] [kPa] ! cards 2.2 SOIL_MAT [NUMSL+1 rows, 4 numbers per row] 0.000 6.80 5.00 5.00 ! mud clay 1.000 9.50 16.00 16.00 ! slity sand 5.400 7.50 30.00 30.00 ! clay 11.60 1.2 ! card 2.3 MFAC: soil strength material factor ! PSDATA: read in PROBLEM SOLUTION DATA - cards 3.* kay+palix_2011 ! card 3.1 VHM_MODEL: model 23 ! card 3.2 MODE_VHM: problem solution mode pointer ! CFDATA: read in CAISSON FOUNDATION GEOMETRY DATA - cards 4.* 10 ! card 4.1 NCGEOM: #caisson geometries circular ! card 4.2 CGEOM: a/n caisson geometry = 'CIRCULAR' 0 0.00313 0.00375 ! card 4.3 NFHXP; #x-plates WT_D_SIDE,25mm/8000mm WT_D_TOP: wt/D ratios,30mm/8000mm 1 0.00 ! card 4.4 IRO_LUG R_LUG [2 numbers] ! lug radial offset pointer and radial offset (anchor foundation) ! INPUT CARDS 4.5 IF MODE_VHM = 10 through 15 (support foundation) ! INPUT CARDS 4.6 IF MODE_VHM = 20 or 21 or 22 (anchor foundation) ! D ?L ?zlug ! cards 4.6 CAISSON_MAT: caisson geometry matrix ! [m] [m] [m] ! cards 4.6 CAISSON_MAT: [NCGEOM rows, 3 columns] 8.0 8.0 4.0 ! permenent anchor 9.0 8.0 4.0 ! permenent anchor 10.0 8.0 4.0 ! permenent anchor 11.0 8.0 4.0 ! permenent anchor 12.0 8.0 4.0 ! permenent anchor 13.0 8.0 4.0 ! permenent anchor 14.0 8.0 4.0 ! permenent anchor 15.0 8.0 4.0 ! permenent anchor 16.0 8.0 4.0 ! permenent anchor 16.5 8.0 4.0 ! permenent anchor ! SSIDAT: read in STEEL-SOIL INTERACTION DATA - cards 5.* 0.65 0.65 1.0 ! card 5.1 ALPHA_Fo ALPHA_Fi ETA_Fo 0.80 0.25 3 0.00 ! card 5.2 ETA_REB ALPHA_D_SU IPLUG_VMODE VMAX_USER 1.00 1.00 1.00 ! card 5.3 ETA_AMH ETA_BMH ETA_PHIMH ! INPUT CARDS 6 if MODE_VHM = 10 through 15 (support foundation) ! INPUT CARDS 7 and 8 if MODE_VHM = 20, 21 or 22 (anchor foundation) ! CHNDAT: read ANCHOR FOUNDATION - CHAIN data - cards 7.* 1 1.5 0 0 0 ! card 7.1 ISCOPE_BW LFAC_BW ETA_VST_WALL DELTA_BW_USER BW_USER [5 numbers] ! ISCOPE_BW = 0: no caisson weight added ! > 0: add Bw LFAC_BW to factored V load ! ISCOPE_BW = 1: calculate Bw from caisson geometry (L,D etc.) ! ISCOPE_BW = 2: as 1 but use ETA_VST_WALL and DELTA_BW_USER ! ISCOPE_BW = 3: user-supplied value (Bw constant); ! ETA_VST_WALL: stickup factor, DELTA_BW_USER: extra buoyant weight 5.00 7.50 ! card 7.2 DTHETA_LUG_DEG, PSI_TWIST_DEG [2 numbers] ! additional anchor chain inclination at lug level [deg] ! (=caisson tilt angle from vertical) ! caisson twist / misorientation angle in plan [deg] ! INPUT CARDS 7.3 through 7.9 IF MODE_VHM = 20 (anchor pile foundation)(chain profile) 2 1 ! card 7.3 ISCOPE_ACH ISCOPE_TLUG_Z0 ! INPUT CARDS 7.4 through 7.9 IF MODE_VHM = 1 (auto compute chain profile) DEGENKAMP+DUTTA_1989 ! card 7.4 CH_MODEL LINK ! card 7.5 CH_TYPE 0.70 ! card 7.6 ALPHA_CH ! w.ww d.ddd ! card 7.7 DW CHNOMD 3.53 0.142 ! card 7.7 DW CHNOMD 2.50 11.30 1.00 ! card 7.8 EWB EWS M_FAC_CH !! d.ddd ?0 ! card 7.9 DS KOUTNE 0.852 0 ! card 7.9 DS KOUTNE ! LDATA__ANCHOR: read in LOAD DATA - cards 8.* 2 1 ! card 8.1 NLC: #load cases NLFAC_T: #load factors on chain load T ! NLFAC_T = 1 : L_FACT ! NLFAC_T = 2&3: L_FACV L_FACH ! INPUT CARDS 8.2 and 8.3 IF MODE_VHM = 20 and ISCOPE_ACH = 2 (input own chain profile) ! INPUT CARDS 8.4 IF MODE_VHM = 20 and ISCOPE_ACH = 1 (auto compute chain profile) ! INPUT CARDS 8.5 IF MODE_VHM = 20 and ISCOPE_ACH = 2 (input own chain profile) ! INPUT CARDS 8.6 IF MODE_VHM = 21 ! INPUT CARDS 8.7 IF MODE_VHM = 22 ! ! cards 8.4 LOAD_MAT: load data matrix ! T_z0 theta_z0 l_facT ! cards 8.4 LOAD_MAT: [NLC rows, #cols=3 for NLFAC_T=1, ! [kN] [deg] [-] ! #cols=4 for NLFAC_T=2&3] 8718. 9.70 1.00 ! ULS 10670. 9.70 1.00 ! ALS ! MISDAT: read in MISCELLANEOUS OUTPUT DATA - cards 9.* 0 2 ! card 9.1 IOUTD IOUTE [2 numbers] 0.100E-03 15 5 ! card 9.2 EPS_INT JMAX_INT JMIN_INT -------------- end of data input - CAISSON_VHM 00.11 ! INPUT FORMAT CHANGE(S) ! SSIDAT card 5.3 ETA_AMH, ETA_BMH, ETA_PHIMH [3 numbers] ! was card 5.3 ETA_AMH, ETA_BMH [2 numbers]