
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 13:11:17 on 01-FEB-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 SUCTION PILE RUN SEA LION     

caisson_vhm: nlines_warnings :    0
caisson_vhm: nlines_errors   :    0

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


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


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


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


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


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


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


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


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


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


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


  VHM load case #=    3; caisson geometry #=    4


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


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


  VHM load case #=    3; caisson geometry #=    5



 ---------------------------------------
 solve_MODE20_21_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D         = caisson outer diameter        [m] 
 Lopt_fix  = caisson embedded length       [m] 
 zlug_opt  = lug level depth               [m] 
 Tlug      = anchor chain load            [kN] 
 theta_lug = anchor chain inclination    [deg] 
 Bw        = caisson buoyant weight       [kN] 
 iters     = # iterations                  [-] 
 func      = minimisation function         [-] 
 -----------------------------------------------------------------------
 ilc        D     Lopt   zlug    T     theta     Bw     ( iters  func  )
  icgeom   [m]    _fix   _opt    _lug   _lug    [kN]    (  [-]    [-]  )
 -----------------------------------------------------------------------
    1  1   5.00  15.87   9.94   6120.3 14.41   481.2     201   0.517E-26
    1  2   5.50  15.21   9.48   6141.5 13.97   569.2     200   0.493E-27
    1  3   6.00  14.64   9.06   6160.1 13.59   665.7     192   0.169E-26
    1  4   6.00  14.64   9.06   6160.1 13.59   665.7     200   0.415E-27
    1  5   6.00  14.64   9.06   6160.1 13.59   665.7     211   0.726E-27

    2  1   5.00  16.60  10.29   8634.7 17.43   500.4     203   0.187E-26
    2  2   5.50  15.85   9.75   8655.7 17.12   589.5     188   0.256E-26
    2  3   6.00  15.22   9.27   8673.6 16.86   687.4     192   0.136E-26
    2  4   6.00  15.22   9.27   8673.6 16.86   687.4     204   0.196E-26
    2  5   6.00  15.22   9.27   8673.6 16.86   687.4     215   0.673E-26

    3  1   5.00  15.60   9.60  11470.4 17.84   474.1     204   0.148E-26
    3  2   5.50  14.90   9.08  11489.0 17.63   559.5     203   0.384E-27
    3  3   6.00  14.29   8.61  11505.3 17.45   652.5     199   0.107E-26
    3  4   6.00  14.29   8.61  11505.3 17.45   652.5     209   0.193E-26
    3  5   6.00  14.29   8.61  11505.3 17.45   652.5     207   0.134E-26
 -----------------------------------------------------------------------
 ilc        D     Lopt   zlug    T     theta     Bw     ( iters  func  )
  icgeom   [m]    _fix   _opt    _lug   _lug    [kN]    (  [-]    [-]  )
 -----------------------------------------------------------------------

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