
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 06:58:03 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=8 (D FROM 4 TO 8.5M)

caisson_vhm: nlines_warnings :    8
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; SU_BOT, SIGV=45.00, 9.99 kPa; PSI=SU/SIGV=4.50 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 1; BDEN=10.00 kN/m^3 is inconsistent with SU_TOP=20.00 kPa.
WARNING: gmdata. soil layer # 1; BDEN=10.00 kN/m^3 is inconsistent with SU_BOT=45.00 kPa.
WARNING: gmdata. soil layer # 2; SU_TOP, SIGV=45.00, 9.99 kPa; PSI=SU/SIGV=4.50 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING: gmdata. soil layer # 5; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING: gmdata. soil layer # 5; BDEN=7.80 kN/m^3 is inconsistent with SU_BOT=100.00 kPa.
WARNING: gmdata. soil layer # 6; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=100.00 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  10.63   3.54      27   0.188E-01   ! LC1
    1  2   4.00   4.67   1.17      17  -0.112E-02   ! LC1
    1  3   5.00   1.98   0.40      14  -0.178E-04   ! LC1
    1  4   6.00   0.49   0.08       9  -0.357E-03   ! LC1
    1  5   7.00   0.78   0.11      19  -0.227E-02   ! LC1
    1  6   8.00   0.88   0.11      50   0.275E-03   ! LC1
    1  7   8.50   0.91   0.11      49   0.669E-03   ! LC1
    1  8   9.00   0.92   0.10      49  -0.171E-05   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

WARNING. solve_MODE10_sub: ilc icgeom=  1  1;
 POOR SOLUTION; ITERS=   27 [>= 5000 or = 0] and/or |fVHM|=   0.188E-01 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  2;
 POOR SOLUTION; ITERS=   17 [>= 5000 or = 0] and/or |fVHM|=   0.112E-02 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  3;
 short caisson; Lopt,D=   5.00   1.98 L/D=   0.40 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  4;
 short caisson; Lopt,D=   6.00   0.49 L/D=   0.08 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  5;
 POOR SOLUTION; ITERS=   19 [>= 5000 or = 0] and/or |fVHM|=   0.227E-02 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  5;
 short caisson; Lopt,D=   7.00   0.78 L/D=   0.11 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  6;
 short caisson; Lopt,D=   8.00   0.88 L/D=   0.11 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  7;
 short caisson; Lopt,D=   8.50   0.91 L/D=   0.11 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  8;
 short caisson; Lopt,D=   9.00   0.92 L/D=   0.10 [-] (< 0.5)

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