
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 10:53:47 on 27-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 :    5
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  < 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  15.22  11.91   4968.7 19.73   687.3     204   0.331E-26
    1  2   6.00  15.22  11.91   4968.7 19.73   687.3     206   0.507E-26
    1  3   6.00  15.22  11.91   4968.7 19.73   687.3     248   0.115E-26
    1  4   6.00  15.22  11.91   4968.7 19.73   687.3     236   0.210E-26

    2  1   6.00  15.29  12.24  10027.7 15.27   690.2     211   0.323E-26
    2  2   6.00  15.29  12.24  10027.7 15.27   690.2     211   0.223E-26
    2  3   6.00  15.29  12.24  10027.7 15.27   690.2     211   0.166E-26
    2  4   6.00  15.29  12.24  10027.7 15.27   690.2     234   0.166E-26

    3  1   6.00  15.47  12.26   6846.6 17.61   696.8     199   0.199E-26
    3  2   6.00  15.47  12.26   6846.6 17.61   696.8     201   0.123E-26
    3  3   6.00  15.47  12.26   6846.6 17.61   696.8     209   0.219E-26
    3  4   6.00  15.47  12.26   6846.6 17.61   696.8     216   0.175E-26

    4  1   6.00  16.33  12.97   7598.8 18.21   729.2     196   0.223E-26
    4  2   6.00  16.33  12.97   7598.8 18.21   729.2     206   0.995E-27
    4  3   6.00  16.33  12.97   7598.8 18.21   729.2     206   0.126E-26
    4  4   6.00  16.33  12.97   7598.8 18.21   729.2     217   0.195E-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
