
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 05:21:24 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].

MODE10 TEMPLATE INPUT                   

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 # 1; L=17.00 D=2.50 L/D=6.80;
WARNING. cfdata: caisson geometry # 1; caisson embedment ratio, L/D > 6.
WARNING. cfdata: caisson geometry # 10; L=4.50 D=9.50 L/D=0.47;
WARNING. cfdata: caisson geometry # 10; caisson embedment ratio, L/D < 0.5.
WARNING. mcdata: caisson resistance envelope output pointer IOUTE /= 0;
WARNING. mcdata: usually no envelope data needed for Lopt mode [? IOUTE = 0 for MODE_VHM = 10],
  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_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   2.50  17.29   6.92       4  -0.851E-04   ! LC1
    1  2   3.00  14.85   4.95       4  -0.329E-04   ! LC1
    1  3   4.00  12.78   3.20       3  -0.140E-03   ! LC1
    1  4   5.00  11.29   2.26       4   0.103E-05   ! LC1
    1  5   6.00  10.08   1.68       4  -0.313E-04   ! LC1
    1  6   7.00   8.06   1.15       2   0.196E-03   ! LC1
    1  7   8.00   6.15   0.77       3   0.594E-06   ! LC1
    1  8   8.50   5.37   0.63       4   0.228E-06   ! LC1
    1  9   9.00   4.87   0.54       4  -0.536E-06   ! LC1
    1 10   9.50   4.62   0.49       4   0.118E-04   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

WARNING. solve_MODE10_sub:ilc icgeom=  1  1;
 long caisson; Lopt,D=   2.50  17.29 L/D=   6.92 [-] (> 6.0)
WARNING. solve_MODE10_sub: ilc icgeom=  1 10;
 short caisson; Lopt,D=   9.50   4.62 L/D=   0.49 [-] (< 0.5)

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