
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 07:52:53 on 07-FEB-2024
 caisson foundation resistance in undrained soil during VHM load.
 (c) S.Kay Consultant, Leiderdorp, The Netherlands.
 Please read the CAISSON_VHM Users Manual [ref SKA/MAN/003]
         and the CAISSON_VHM FAQ File     [ref SKA/FAQ/003].


 datain_caisson: < --- BEGIN

 pidata: < --- BEGIN
 pidata: input  text file: "JOB.I01"
       : output text file: "JOB.O01"
       : output plot file: "MY_FWT_FP01_ANCH3X2_MODE23_RUN1.PDF"
       : program name    : "CAISSON_VHM"

 pidata: rtitle          : "BASE CASE 1 RUN 1 NCGEOM=1 (D=10.0), NLC=9 (BEST SU)"
       : ptitle          : "ISCOPE_VHM=23 FWT MOORING 3X2 PSI_TWIST_DEG=7.5"
       : projno          : "NOED/2024/02/07"
       : locatn          : "QINGZHOU4"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    5
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        4.66       0.620        10.8    
    5.00        6.62        10.8        14.7    
    11.2        8.58        14.7        28.7    

caisson_vhm: nlines_warnings :    0
caisson_vhm: nlines_errors   :    2

ERROR. gmdata: reading cards 2.2 SOIL_MAT.
ERROR. gmdata: ?check card 2.1 number of soil layers, NUMSL.

caisson_vhm: fatal error(s). STOP.
