
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 09:23:51 on 19-APR-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 :    3
caisson_vhm: nlines_errors   :    0

WARNING. ldata__anchor: ILC =    1; THETA_Z0_DEG  < 1. [low chain inclination at seafloor.
test_v_asc: elements    2 and    3 not in ascending order.
WARNING. ldata__anchor:  (chain profile) seafloor loads T_Z0 normally INCREASE with load case.

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


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


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


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



 ---------------------------------------
 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   6.00  13.41   8.21   5213.6 13.89   619.3     217   0.555E-27
    1  2   6.00  13.41   8.21   5213.6 13.89   619.3     207   0.233E-26
    1  3   6.00  13.41   8.21   5213.6 13.89   619.3     206   0.133E-26
    1  4   6.00  13.41   8.21   5213.6 13.89   619.3     219   0.678E-27

    2  1   6.00  13.34   8.30  10357.3 11.31   616.6     214   0.192E-26
    2  2   6.00  13.34   8.30  10357.3 11.31   616.6     210   0.125E-26
    2  3   6.00  13.34   8.30  10357.3 11.31   616.6     212   0.813E-26
    2  4   6.00  13.34   8.30  10357.3 11.31   616.6     204   0.316E-26

    3  1   6.00  13.58   8.39   7134.9 12.57   625.6     212   0.129E-26
    3  2   6.00  13.58   8.39   7134.9 12.57   625.6     212   0.931E-27
    3  3   6.00  13.58   8.39   7134.9 12.57   625.6     212   0.132E-26
    3  4   6.00  13.58   8.39   7134.9 12.57   625.6     212   0.274E-26

    4  1   6.00  14.35   8.87   7905.2 13.36   654.5     210   0.168E-26
    4  2   6.00  14.35   8.87   7905.2 13.36   654.5     206   0.216E-26
    4  3   6.00  14.35   8.87   7905.2 13.36   654.5     232   0.676E-27
    4  4   6.00  14.35   8.87   7905.2 13.36   654.5     210   0.150E-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
