
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 07:47:07 on 02-MAY-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].

RUN 2A: AS RUN 2 BUT NCGEOM=3 (D FROM 5.5 TO 5.5M)

caisson_vhm: nlines_warnings :    3
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=53.85 kPa.
WARNING: gmdata. soil layer # 2; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=53.85 kPa.
WARNING: gmdata. soil layer # 2; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=120.55 kPa.
  VHM load case #=    1; caisson geometry #=    1

  VHM load case #=    1; caisson geometry #=    2

  VHM load case #=    1; caisson geometry #=    3



 ------------------------------------
 solve_MODE10_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D    = caisson outer diameter   [m] 
 Lopt = caisson embedded length  [m] 
 L/D  = caisson embedment ratio  [-] 
 iter   = # iterations           [-] 
 f_VHM  = VHM yield function     [-] 
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------
    1  1   5.00   4.72   0.94       7  -0.397E-06   ! LC1
    1  2   5.50   3.79   0.69       8   0.520E-05   ! LC1
    1  3   6.00   3.03   0.50       9   0.101E-06   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

caisson_vhm: input   file: "JOB.I01"
caisson_vhm: output  file: "JOB.O01"
caisson_vhm: normal program end
