
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 15:25:56 on 08-AUG-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 (INTACT,DAM, TRANS)

caisson_vhm: nlines_warnings :    2
caisson_vhm: nlines_errors   :    0

WARNING. cfdata: caisson geometry # 1; L=20.00 D=3.00 L/D=6.66;
WARNING. cfdata: caisson geometry # 1; caisson embedment ratio, L/D > 6.

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


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


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


  VHM load case #=    2; caisson geometry #=    3


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



 ---------------------------------------
 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   3.00  12.08   7.78   1883.2 16.73   128.0     221   0.578E-27
    1  2   3.50  11.31   7.24   1897.9 15.78   167.7     214   0.228E-26
    1  3   4.00  10.72   6.79   1909.7 15.02   213.3     171   0.347E-26

    2  1   3.00  13.85   8.92   3221.2 19.08   144.8     219   0.160E-26
    2  2   3.50  12.90   8.26   3239.5 18.38   188.0     193   0.182E-26
    2  3   4.00  12.16   7.72   3253.9 17.84   237.5     193   0.157E-26

    3  1   3.00  14.26   9.18   4057.5 19.74   148.6     214   0.892E-27
    3  2   3.50  13.27   8.49   4076.5 19.16   192.7     200   0.850E-27
    3  3   4.00  12.50   7.92   4091.2 18.72   243.2     207   0.217E-27
 -----------------------------------------------------------------------
 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
