
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 10:51:34 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 :    4
caisson_vhm: nlines_errors   :    0

WARNING. ldata__anchor: ILC =    1; THETA_Z0_DEG  < 1. [low chain inclination at seafloor.
WARNING. ldata__anchor: ILC =    1; L_FACT > 2.5 [high load factor on Tz load, L_FACT].
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  15.54   9.54   5124.2 15.97   699.5     200   0.145E-26
    1  2   6.00  15.54   9.54   5124.2 15.97   699.5     207   0.156E-26
    1  3   6.00  15.54   9.54   5124.2 15.97   699.5     208   0.154E-26
    1  4   6.00  15.54   9.54   5124.2 15.97   699.5     215   0.747E-27

    2  1   6.00  15.41   9.64  10245.8 12.63   694.6     212   0.318E-27
    2  2   6.00  15.41   9.64  10245.8 12.63   694.6     213   0.971E-27
    2  3   6.00  15.41   9.64  10245.8 12.63   694.6     216   0.258E-26
    2  4   6.00  15.41   9.64  10245.8 12.63   694.6     247   0.442E-26

    3  1   6.00  15.72   9.76   7032.7 14.32   706.1     203   0.335E-26
    3  2   6.00  15.72   9.76   7032.7 14.32   706.1     205   0.782E-27
    3  3   6.00  15.72   9.76   7032.7 14.32   706.1     205   0.224E-26
    3  4   6.00  15.72   9.76   7032.7 14.32   706.1     216   0.100E-26

    4  1   6.00  16.61  10.33   7797.0 15.04   740.0     202   0.193E-26
    4  2   6.00  16.61  10.33   7797.0 15.04   740.0     212   0.711E-27
    4  3   6.00  16.61  10.33   7797.0 15.04   740.0     210   0.174E-26
    4  4   6.00  16.61  10.33   7797.0 15.04   740.0     212   0.217E-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
