
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 08:09:08 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].

MODE13 TEMPLATE INPUT                   

caisson_vhm: nlines_warnings :    7
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).
test_v_asc: elements    1 and    2 not in ascending order.
WARNING. cfdata: caisson diameters D not in ASCending order
WARNING. cfdata: MODE_VHM = 13 (FOS_VHM), minimum caisson L/D =2.45;
WARNING. cfdata: usually 2D (FOS_VHM) for L/D > 1 [? MODE_VHM=12].
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


 ---------------------------------------
 solve_MODE12_15_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D   = caisson outer diameter     [m]
 L   = caisson embedded length    [m]
 FOS = Factor of Safety on VHM    [-]
 V   = vertical load at seafloor [kN]
 H   = lateral load at seafloor  [kN]
 M   = moment load at seafloor  [kNm]
 --- unsorted FOS ----------------------
 ------------------------------------------------------------------------------
 ilc      D       L      FOS   row |    V           H            M    |     ilc
  icgeom  [m]    [m]     [-]   [-] |   [kN]        [kN]         [kNm] |     [-]
 ------------------------------------------------------------------------------
    1  1   5.50  14.00   3.40     1   0.415E+04   0.127E+04   0.153E+04       1
    1  2   5.50  13.50   3.26     2   0.415E+04   0.127E+04   0.153E+04       1
    1  3   5.50  14.50   3.53     3   0.415E+04   0.127E+04   0.153E+04       1
 ------------------------------------------------------------------------------
 ilc      D       L      FOS   row |    V           H            M    |     ilc
  icgeom  [m]    [m]     [-]   [-] |   [kN]        [kN]         [kNm] |     [-]
 ------------------------------------------------------------------------------
 ----- sorted FOS ----------------------
 ------------------------------------------------------------------------------
 ilc      D       L      FOS   row |    V           H            M    |     ilc
  icgeom  [m]    [m]     [-]   [-] |   [kN]        [kN]         [kNm] |     [-]
 ------------------------------------------------------------------------------
    1  2   5.50  13.50   3.26     2   0.415E+04   0.127E+04   0.153E+04       1
    1  1   5.50  14.00   3.40     1   0.415E+04   0.127E+04   0.153E+04       1
    1  3   5.50  14.50   3.53     3   0.415E+04   0.127E+04   0.153E+04       1
 ------------------------------------------------------------------------------
 ilc      D       L      FOS   row |    V           H            M    |     ilc
  icgeom  [m]    [m]     [-]   [-] |   [kN]        [kN]         [kNm] |     [-]
 ------------------------------------------------------------------------------


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