
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 15:47:00 on 09-AUG-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: "EX6_MODE22_BC1.O1B.PDF"
       : program name    : "CAISSON_VHM"

 pidata: rtitle          : "RUN 1B: AS RUN 1 BUT NLC=10 (WAS 1) AND T_LUG = 0 THRU 90DEG"
       : ptitle          : "EXAMPLE MODE22"
       : projno          : "SKA/MAN/003"
       : locatn          : "CAISSON_VHM"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    1
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        4.00        1.00        4.00    
   0.700    
 m_fac
    4.60    
 gmdata: END --- >


 psdata: < --- BEGIN
 psdata: vhm_model
 18.00   5.00   19.0  41.0
 MODE_VHM
   40

caisson_vhm: nlines_warnings :    1
caisson_vhm: nlines_errors   :    3

gmdata: soil material strength factor M _FAC > 1.5.

ERROR. psdata: VHM_MODEL = "18.00   5.00   19.0  41.0". VHM_MODEL must be "KAY+PALIX_2011"
ERROR. psdata: problem solution mode pointer, MODE_VHM = 40
ERROR. psdata: problem solution mode pointer, MODE_VHM, must be 10 thru 17 or 20 thru 23.

caisson_vhm: fatal error(s). STOP.
