
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 11:24:17 on 06-SEP-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 1 RUN 1 NCGEOM=5 (D=?,H=12,Z=8), NLC=2(ALS+ULS) (BEST SU)

caisson_vhm: nlines_warnings :    9
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; BDEN=8.51 kN/m^3 is inconsistent with SU_TOP=15.00 kPa.
WARNING: gmdata. soil layer # 1; BDEN=8.51 kN/m^3 is inconsistent with SU_BOT=24.35 kPa.
WARNING: gmdata. soil layer # 2; BDEN=10.35 kN/m^3 is inconsistent with SU_TOP=32.87 kPa.
WARNING: gmdata. soil layer # 2; BDEN=10.35 kN/m^3 is inconsistent with SU_BOT=63.24 kPa.
WARNING. chndat: chain - clay adhesion factor ALPHA_CH inconsistent with EWB and EWS.
WARNING. chndat: [EWB: (? = 2.5 for CH_TYPE = "link"),(? = 1.0 for CH_TYPE = "wire")].
WARNING. chndat: [EWS: (? = 11.3 for CH_TYPE = "link"), (? = 3.1 (pi) for CH_TYPE = "wire")].
WARNING. chndat: chain element length DS > 2 * CHNOMD.
WARNING. chndat: ?decrease DS value.

  VHM load case #=    1; caisson geometry #=    1

  VHM load case #=    2; caisson geometry #=    1

  VHM load case #=    1; caisson geometry #=    2

  VHM load case #=    2; caisson geometry #=    2

  VHM load case #=    1; caisson geometry #=    3

  VHM load case #=    2; caisson geometry #=    3

  VHM load case #=    1; caisson geometry #=    4

  VHM load case #=    2; caisson geometry #=    4

  VHM load case #=    1; caisson geometry #=    5

  VHM load case #=    2; caisson geometry #=    5


 ---------------------------------------------
 solve_MODE23_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D         = caisson outer diameter        [m] 
 L         = caisson embedded length       [m] 
 zlug      = caisson lug level depth       [m] 
 Tlug      = anchor chain load            [kN] 
 theta_lug = anchor chain inclination    [deg] 
 Bw        = caisson buoyant weight       [kN] 
 FOS_Tlug  = FOS on Tlug                   [-] 
 iters     = # iterations                  [-] 
 f_VHM     = VHM yield function            [-] 
 --- unsorted FOS_Tlug -------------------------
 ------------------------------------------------------------------------------
 ilc        D      L     zlug   T     theta     Bw     FOS     ( iters  f_VHM )
  icgeom   [m]    [m]    [m]    _lug   _lug    [kN]    _Tlug   (  [-]    [-]  )
 ------------------------------------------------------------------------------
    1  1   8.00  12.00   8.00   7748.4 18.86   605.4   2.91       6  -0.102E-05
    1  2   8.50  12.00   8.00   7748.4 18.86   690.6   3.06       6  -0.525E-05
    1  3   9.00  12.00   8.00   7748.4 18.86   782.2   3.21       6  -0.904E-05
    1  4   7.50  12.00   8.00   7748.4 18.86   526.6   2.73       6  -0.616E-07
    1  5   7.00  12.00   8.00   7748.4 18.86   453.9   2.58       5  -0.130E-04

    2  1   8.00  12.00   8.00   9660.4 17.11   605.4   2.40       5  -0.185E-06
    2  2   8.50  12.00   8.00   9660.4 17.11   690.6   2.53       5  -0.117E-05
    2  3   9.00  12.00   8.00   9660.4 17.11   782.2   2.65       5  -0.496E-05
    2  4   7.50  12.00   8.00   9660.4 17.11   526.6   2.26       4   0.116E-04
    2  5   7.00  12.00   8.00   9660.4 17.11   453.9   2.14       4   0.589E-06
 ------------------------------------------------------------------------------
 ilc        D      L     zlug   T     theta     Bw     FOS     ( iters  f_VHM )
  icgeom   [m]    [m]    [m]    _lug   _lug    [kN]    _Tlug   (  [-]    [-]  )
 ------------------------------------------------------------------------------
 ----- sorted FOS_Tlug -------------------------
 ------------------------------------------------------------------------------
 ilc        D      L     zlug   T     theta     Bw     FOS     ( iters  f_VHM )
  icgeom   [m]    [m]    [m]    _lug   _lug    [kN]    _Tlug   (  [-]    [-]  )
 ------------------------------------------------------------------------------
    2  5   7.00  12.00   8.00   9660.4 17.11   453.9   2.14       4   0.589E-06
    2  4   7.50  12.00   8.00   9660.4 17.11   526.6   2.26       4   0.116E-04
    2  1   8.00  12.00   8.00   9660.4 17.11   605.4   2.40       5  -0.185E-06
    2  2   8.50  12.00   8.00   9660.4 17.11   690.6   2.53       5  -0.117E-05
    1  5   7.00  12.00   8.00   7748.4 18.86   453.9   2.58       5  -0.130E-04
    2  3   9.00  12.00   8.00   9660.4 17.11   782.2   2.65       5  -0.496E-05
    1  4   7.50  12.00   8.00   7748.4 18.86   526.6   2.73       6  -0.616E-07
    1  1   8.00  12.00   8.00   7748.4 18.86   605.4   2.91       6  -0.102E-05
    1  2   8.50  12.00   8.00   7748.4 18.86   690.6   3.06       6  -0.525E-05
    1  3   9.00  12.00   8.00   7748.4 18.86   782.2   3.21       6  -0.904E-05
 ------------------------------------------------------------------------------
 ilc        D      L     zlug   T     theta     Bw     FOS     ( iters  f_VHM )
  icgeom   [m]    [m]    [m]    _lug   _lug    [kN]    _Tlug   (  [-]    [-]  )
 ------------------------------------------------------------------------------

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