
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 12:42:21 on 20-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   2 LINE BROKEN 1.2

caisson_vhm: nlines_warnings :    8
caisson_vhm: nlines_errors   :    0

WARNING. ssidat: MH ellipse resistance semi-minor axis length reduction factor, ETA_BMH <> 1;
WARNING. ssidat: ETA_BMH will not reduce V-Hmax resistance for MODE_VHM=20 [anchor (fixed head)].
WARNING. ldata__anchor: ILC =    1; THETA_Z0_DEG  = 0. [horizontal chain inclination at lug level].
WARNING. ldata__anchor: ILC =    1; THETA_Z0_DEG  < 1. [low chain inclination at seafloor.
WARNING. ldata__anchor: ILC =    2; THETA_Z0_DEG  = 0. [horizontal chain inclination at lug level].
WARNING. ldata__anchor: ILC =    2; THETA_Z0_DEG  < 1. [low chain inclination at seafloor.
WARNING. ldata__anchor: ILC =    3; THETA_Z0_DEG  = 0. [horizontal chain inclination at lug level].
WARNING. ldata__anchor: ILC =    3; THETA_Z0_DEG  < 1. [low chain inclination at seafloor.

  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  17.54  14.14   5593.2 17.42   525.0     189   0.204E-26
    1  2   5.50  16.83  13.54   5623.7 16.72   620.6     184   0.146E-26
    1  3   6.00  16.26  13.03   5649.9 16.12   726.5     181   0.104E-26
    1  4   6.00  16.26  13.03   5649.9 16.12   726.5     178   0.296E-26
    1  5   6.00  16.26  13.03   5649.9 16.12   726.5     193   0.947E-27

    2  1   5.00  17.98  14.62   7837.7 15.20   536.5     182   0.289E-26
    2  2   5.50  17.27  14.03   7873.0 14.61   634.5     180   0.106E-26
    2  3   6.00  16.68  13.51   7903.9 14.11   742.4     187   0.180E-26
    2  4   6.00  16.68  13.51   7903.9 14.11   742.4     183   0.408E-26
    2  5   6.00  16.68  13.51   7903.9 14.11   742.4     193   0.136E-26

    3  1   5.00  18.57  15.19  10433.3 13.66   551.9     176   0.401E-26
    3  2   5.50  17.85  14.60  10473.8 13.16   652.9     179   0.237E-27
    3  3   6.00  17.23  14.07  10510.2 12.71   763.1     185   0.564E-26
    3  4   6.00  17.23  14.07  10510.2 12.71   763.1     190   0.735E-27
    3  5   6.00  17.23  14.07  10510.2 12.71   763.1     204   0.495E-27
 -----------------------------------------------------------------------
 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
