
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 08:13:41 on 20-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].

I1B - AS .I1A BUT VLOAD = 0 // LOPT,FIX VALUES: SAME AS CLEN_WARNINGS_SUB

caisson_vhm: nlines_warnings :    7
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 16; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=55.80 kPa.
WARNING. cfdata: caisson geometry # 8; L=4.00 D=8.50 L/D=0.47;
WARNING. cfdata: caisson geometry # 8; caisson embedment ratio, L/D < 0.5.
WARNING. cfdata: caisson geometry # 9; L=4.00 D=9.00 L/D=0.44;
WARNING. cfdata: caisson geometry # 9; caisson embedment ratio, L/D < 0.5.
WARNING. cfdata: caisson geometry # 10; L=3.00 D=9.50 L/D=0.31;
WARNING. cfdata: caisson geometry # 10; caisson embedment ratio, L/D < 0.5.
  VHM load case #=    1; caisson geometry #=    1

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

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

  VHM load case #=    1; caisson geometry #=    4

  VHM load case #=    1; caisson geometry #=    5

  VHM load case #=    1; caisson geometry #=    6

  VHM load case #=    1; caisson geometry #=    7

  VHM load case #=    1; caisson geometry #=    8

  VHM load case #=    1; caisson geometry #=    9

  VHM load case #=    1; caisson geometry #=   10



 ------------------------------------
 solve_MODE11_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #                
 icgeom = caisson geometry #             
 D      = caisson outer diameter     [m] 
 Lopt,fix = caisson embedded length  [m] 
 Mopt,fix = moment (restoring)     [kNm] 
 f_VHmax  = V-Hmax yield function    [-] 
          = |Hload/Hmax|^aVH+|Vload/Vmax|^bVH-1
 ---------------------------------------------
 ilc        D  Lopt,fix  Mopt,fix  ( f_VHmax )
  icgeom   [m]    [m]       [kNm]  (  [-]    )
 ---------------------------------------------
    1  1   2.50   5.45  -0.456E+04   0.624E-05
    1  2   3.00   5.08  -0.424E+04  -0.583E-04
    1  3   4.00   4.53  -0.362E+04  -0.679E-04
    1  4   5.00   4.09  -0.298E+04   0.159E-05
    1  5   6.00   3.71  -0.252E+04   0.169E-04
    1  6   7.00   3.43  -0.211E+04  -0.111E-15
    1  7   8.00   3.54  -0.218E+04   0.111E-15
    1  8   8.50   3.67  -0.226E+04  -0.111E-15
    1  9   9.00   3.84  -0.236E+04   0.222E-15
    1 10   9.50   4.02  -0.248E+04  -0.222E-15
 ---------------------------------------------
 ilc        D  Lopt,fix  Mopt,fix  ( f_VHmax )
  icgeom   [m]    [m]       [kNm]  (  [-]    )
 ---------------------------------------------

WARNING. solve_MODE11_sub: ilc icgeom=  1  6;
 short caisson; Lopt,D=   7.00   3.43 L/D=   0.49 [-] (< 0.5)
WARNING. solve_MODE11_sub: ilc icgeom=  1  7;
 short caisson; Lopt,D=   8.00   3.54 L/D=   0.44 [-] (< 0.5)
WARNING. solve_MODE11_sub: ilc icgeom=  1  8;
 short caisson; Lopt,D=   8.50   3.67 L/D=   0.43 [-] (< 0.5)
WARNING. solve_MODE11_sub: ilc icgeom=  1  9;
 short caisson; Lopt,D=   9.00   3.84 L/D=   0.43 [-] (< 0.5)
WARNING. solve_MODE11_sub: ilc icgeom=  1 10;
 short caisson; Lopt,D=   9.50   4.02 L/D=   0.42 [-] (< 0.5)

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