
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 08:46:06 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 :   10
caisson_vhm: nlines_errors   :    0

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.
WARNING. ldata__anchor: ILC =    4; THETA_Z0_DEG  = 0. [horizontal chain inclination at lug level].
WARNING. ldata__anchor: ILC =    4; 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


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


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


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


  VHM load case #=    4; 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  14.68   9.24   5334.5 12.30   450.0     208   0.189E-26
    1  2   5.50  14.11   8.84   5354.6 11.82   534.6     209   0.118E-26
    1  3   6.00  13.60   8.47   5373.0 11.39   626.5     201   0.236E-26
    1  4   6.00  13.60   8.47   5373.0 11.39   626.5     190   0.126E-25
    1  5   6.00  13.60   8.47   5373.0 11.39   626.5     207   0.455E-27

    2  1   5.00  14.26   9.11  10127.7  8.85   439.1     202   0.133E-25
    2  2   5.50  13.72   8.74  10153.2  8.53   522.3     196   0.113E-25
    2  3   6.00  13.24   8.39  10176.8  8.24   612.7     208   0.437E-26
    2  4   6.00  13.24   8.39  10176.8  8.24   612.7     199   0.321E-26
    2  5   6.00  13.24   8.39  10176.8  8.24   612.7     243   0.249E-26

    3  1   5.00  14.61   9.27   7075.8 10.72   448.3     207   0.169E-27
    3  2   5.50  14.06   8.88   7098.2 10.32   532.9     202   0.119E-26
    3  3   6.00  13.56   8.52   7118.6  9.96   624.9     195   0.309E-26
    3  4   6.00  13.56   8.52   7118.6  9.96   624.9     200   0.427E-26
    3  5   6.00  13.56   8.52   7118.6  9.96   624.9     231   0.165E-26

    4  1   5.00  15.29   9.73   7727.2 10.71   466.2     208   0.866E-27
    4  2   5.50  14.71   9.32   7751.3 10.31   553.6     207   0.363E-26
    4  3   6.00  14.20   8.96   7773.2  9.95   648.9     196   0.158E-26
    4  4   6.00  14.20   8.96   7773.2  9.95   648.9     215   0.378E-26
    4  5   6.00  14.20   8.96   7773.2  9.95   648.9     203   0.507E-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
