
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 22:32:05 on 04-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].

SIMPLIFIED BASE CASE 2 D=6M SU=1.25Z WITH VHM=0, 759, 6071 SHOULD GIVE L=2D = 12M

caisson_vhm: nlines_warnings :    0
caisson_vhm: nlines_errors   :    0
  VHM load case #=    1; caisson geometry #=    1

  < VHMload          =     0.000   759.000  6071.000
  < D,Lguess         =     6.000     9.000
  > D,Lopt           =     6.000    12.000


 ------------------------------------
 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   6.00  12.00   2.00       6   0.989E-05   !
 ------------------------------------------------
 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
