
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 08:45:40 on 28-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 4 RUN 1 NCGEOM=3 (D=3,3.5 AND 4M), NLC=3

caisson_vhm: nlines_warnings :    6
caisson_vhm: nlines_errors   :    0

WARNING. chndat: caisson geometry#   5; L,D                        12.00   5.00 m;
WARNING. chndat: caisson buoyant weight (excl. appurtenances),  BW        387.8 kN;
WARNING. chndat: user-supplied EXTRA buoyant weight, DELTA_BW_USER         40.0 kN;
WARNING. chndat: heavy appurtenances, DELTA_BW_USER > 10% of BW !
test_v_asc: elements    1 and    2 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 #=    5; 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 #=    5; 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 #=    5; 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 #=    5; 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


  VHM load case #=    5; 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   4.00  20.35  11.46   4596.6 41.90   423.1     187   0.339E-26
    1  2   4.50  18.80  10.38   4618.2 41.32   496.5     193   0.308E-27
    1  3   5.00  17.50   9.41   4636.6 40.82   575.2     213   0.123E-26
    1  4   5.00  17.50   9.41   4636.6 40.82   575.2     206   0.167E-25
    1  5   5.00  17.50   9.41   4636.6 40.82   575.2     204   0.393E-26

    2  1   4.00  21.23  11.75   4601.2 45.78   438.3     191   0.287E-26
    2  2   4.50  19.63  10.62   4622.8 45.19   514.6     199   0.957E-27
    2  3   5.00  18.27   9.60   4641.1 44.70   596.1     242   0.783E-27
    2  4   5.00  18.27   9.60   4641.1 44.70   596.1     211   0.558E-26
    2  5   5.00  18.27   9.60   4641.1 44.70   596.1     217   0.107E-26

    3  1   4.00  18.38  10.56   5848.8 36.03   389.3     191   0.197E-26
    3  2   4.50  16.99   9.59   5869.6 35.59   457.3     185   0.154E-26
    3  3   5.00  15.84   8.73   5887.2 35.22   530.8     207   0.208E-26
    3  4   5.00  15.84   8.73   5887.2 35.22   530.8     208   0.111E-26
    3  5   5.00  15.84   8.73   5887.2 35.22   530.8     202   0.494E-27

    4  1   4.00  18.26   9.99   5883.6 44.29   387.2     194   0.854E-27
    4  2   4.50  16.87   8.95   5901.7 43.91   454.5     178   0.958E-27
    4  3   5.00  15.70   8.02   5917.1 43.59   526.9     214   0.151E-25
    4  4   5.00  15.70   8.02   5917.1 43.59   526.9     201   0.149E-26
    4  5   5.00  15.70   8.02   5917.1 43.59   526.9     196   0.588E-27

    5  1   4.00  16.74   9.48   7376.8 36.95   361.2     202   0.292E-26
    5  2   4.50  15.49   8.56   7394.9 36.64   424.6     182   0.303E-26
    5  3   5.00  14.44   7.74   7410.0 36.39   493.2     200   0.204E-26
    5  4   5.00  14.44   7.74   7410.0 36.39   493.2     222   0.759E-26
    5  5   5.00  14.44   7.74   7410.0 36.39   493.2     195   0.291E-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
