
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 00:10:25 on 24-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=120.55 kPa.
WARNING. cfdata: caisson top plate thickness : diameter ratio, WT_D_TOP > 1/50 (0.02).
WARNING. ssidat: outer skin friction Fo reduction factor, ETA_FO <= 0.6.
  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



 ------------------------------------
 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   4.00  13.09   3.27      12  -0.233E-01   ! LC1
    1  2   4.50  12.03   2.67      17  -0.178E-02   ! LC1
    1  3   5.00  11.15   2.23      11  -0.156E-02   ! LC1
    1  4   5.50  10.40   1.89      15  -0.824E-03   ! LC1
    1  5   6.00   9.74   1.62      12  -0.521E-03   ! LC1
    1  6   6.50   9.14   1.41      12  -0.151E-02   ! LC1
    1  7   7.00   8.60   1.23      15  -0.147E-03   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

WARNING. solve_MODE10_sub: ilc icgeom=  1  1;
 POOR SOLUTION; ITERS=   12 [>= 5000 or = 0] and/or |fVHM|=   0.233E-01 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  2;
 POOR SOLUTION; ITERS=   17 [>= 5000 or = 0] and/or |fVHM|=   0.178E-02 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  3;
 POOR SOLUTION; ITERS=   11 [>= 5000 or = 0] and/or |fVHM|=   0.156E-02 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  6;
 POOR SOLUTION; ITERS=   12 [>= 5000 or = 0] and/or |fVHM|=   0.151E-02 [> 0.001]

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