
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 04:29:54 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].

BASE CASE 2 RUN 1: MODE13, FROM KOLK ET AL (2001) NNF

caisson_vhm: nlines_warnings :    8
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; SU_BOT, SIGV=75.00, 9.99 kPa; PSI=SU/SIGV=7.50 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 # 2; SU_TOP, SIGV=75.00, 9.99 kPa; PSI=SU/SIGV=7.50 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 3; SU_TOP, SIGV=100.00, 18.99 kPa; PSI=SU/SIGV=5.26 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING: gmdata. soil layer # 6; SU_BOT, SIGV=45.00, 343.95 kPa; PSI=SU/SIGV=0.13 is outside typical range [0.15 - 4].
test_v_asc: elements    1 and    2 not in ascending order.
WARNING. cfdata: caisson diameters D not in ASCending order

  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   7.00   7.80   1.78     1   0.145E+05   0.173E+04   0.645E+04       1
    1  2   7.00   7.30   1.73     2   0.145E+05   0.173E+04   0.645E+04       1
    1  3   7.00   8.30   1.81     3   0.145E+05   0.173E+04   0.645E+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   7.00   7.30   1.73     2   0.145E+05   0.173E+04   0.645E+04       1
    1  1   7.00   7.80   1.78     1   0.145E+05   0.173E+04   0.645E+04       1
    1  3   7.00   8.30   1.81     3   0.145E+05   0.173E+04   0.645E+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
