
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 06:21:01 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=12 (D FROM 4 TO 8.5M)

caisson_vhm: nlines_warnings :    1
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 16; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=55.80 kPa.
  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



 ------------------------------------
 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   3.00  33.32  11.11      53   0.118E-01   ! LC1
    1  2   4.00  24.19   6.05      27   0.231E-01   ! LC1
    1  3   5.00  16.49   3.30      17  -0.858E-03   ! LC1
    1  4   6.00  12.41   2.07       6  -0.136E-03   ! LC1
    1  5   7.00  10.16   1.45       7   0.314E-03   ! LC1
    1  6   8.00   8.09   1.01       6   0.200E-05   ! LC1
    1  7   8.50   7.00   0.82       4   0.118E-04   ! LC1
    1  8   9.00   5.99   0.67       4   0.100E-05   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

WARNING. solve_MODE10_sub: ilc icgeom=  1  1;
 POOR SOLUTION; ITERS=   53 [>= 5000 or = 0] and/or |fVHM|=   0.118E-01 [> 0.001]
WARNING. solve_MODE10_sub:ilc icgeom=  1  1;
 long caisson; Lopt,D=   3.00  33.32 L/D=  11.11 [-] (> 6.0)
WARNING. solve_MODE10_sub: ilc icgeom=  1  2;
 POOR SOLUTION; ITERS=   27 [>= 5000 or = 0] and/or |fVHM|=   0.231E-01 [> 0.001]
WARNING. solve_MODE10_sub:ilc icgeom=  1  2;
 long caisson; Lopt,D=   4.00  24.19 L/D=   6.05 [-] (> 6.0)

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