
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 12:05:21 on 23-JAN-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: "EX1_GSS.O01.PDF"
       : program name    : "ISO_19905_1"

 pidata: rtitle          : " "EXAMPLE 1: GSS.     Z=2M, D=1M, BEFF=6.5M    20M  SAND""
       : ptitle          : "EXAMPLE 2"
       : projno          : "SKA/MAN/001"
       : locatn          : "QA/QC"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    1
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        8.00        0.00        0.00    
    20.0    
 m_fac

caisson_vhm: nlines_warnings :    2
caisson_vhm: nlines_errors   :    5

WARNING: gmdata. soil layer # 1; SU_BOT, SIGV=0.00, 160.00 kPa; PSI=SU/SIGV=0.00 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 1; BDEN=8.00 kN/m^3 is inconsistent with SU_TOP=0.00 kPa.

ERROR. pidata: CPROG = "ISO_19905_1". CPROG must be "CAISSON_VHM"
ERROR. gmdata:  SOIL_MAT layer # 1; SU_TOP <= 0 kPa.
ERROR. gmdata:  SOIL_MAT layer # 1; SU_BOT <= 0 kPa
readn1X_8: error @READ.
ERROR. gmdata: reading card 2.3 M_FAC.

caisson_vhm: fatal error(s). STOP.
