
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 16:09:27 on 21-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].

RUN 1B: AS RUN 1 BUT NLC=10 (WAS 1) AND T_LUG = 0 THRU 90DEG

caisson_vhm: nlines_warnings :    5
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 4; BDEN=5.00 kN/m^3 is inconsistent with SU_BOT=41.00 kPa.
WARNING. cfdata: NCGEOM > 1 with offset lug implies variable ZLUG*. [?IRO_LUG=0].
WARNING. ldata__anchor: ILC =    1; THETA_LUG_DEG = 0. [horizontal chain inclination at lug level].
WARNING. ldata__anchor: ILC =   10; THETA_LUG_DEG = 90. [vertical chain inclination at lug level].
WARNING. ldata__anchor: ILC =   10; THETA_LUG_DEG = 90 & IRO_LUG > 0. [ZLUG_CL at infinite depth].

  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 #=    6; caisson geometry #=    1

  VHM load case #=    7; caisson geometry #=    1

  VHM load case #=    8; caisson geometry #=    1

  VHM load case #=    9; caisson geometry #=    1

  VHM load case #=   10; 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 #=    6; caisson geometry #=    2

  VHM load case #=    7; caisson geometry #=    2

  VHM load case #=    8; caisson geometry #=    2

  VHM load case #=    9; caisson geometry #=    2

  VHM load case #=   10; caisson geometry #=    2


 ------------------------------------
 solve_MODE22_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D      = caisson outer diameter           [m] 
 L      = caisson embedded length          [m] 
 zlug   = caisson lug level                [m] 
 theta_lug = load inclination            [deg] 
 Tlug      = UNFACTORED anchor chain load [kN] 
 Bw        = caisson buoyant weight       [kN] 
 iters     = # iterations                  [-] 
 f_VHM     = VHM yield function            [-] 
 -----------------------------------------------------------------------
 ilc        D      L    zlug  theta    Tlug     Bw    ( iters    f_VHM )
  icgeom   [m]    [m]   [m]   [deg]    [kN]    [kN]   ( [-]      [-]   )
 -----------------------------------------------------------------------
    1  1   4.50  15.00  10.00  0.00   5322.8   548.0       5  -0.302E-05
    1  2   4.50  16.00  10.50  0.00   6021.5   581.0       5  -0.298E-05

    2  1   4.50  15.00  10.00 10.00   5327.7   548.0       5  -0.585E-05
    2  2   4.50  16.00  10.50 10.00   6078.6   581.0       5  -0.664E-05

    3  1   4.50  15.00  10.00 20.00   5088.2   548.0       6   0.319E-06
    3  2   4.50  16.00  10.50 20.00   5777.3   581.0       6   0.491E-06

    4  1   4.50  15.00  10.00 30.00   4402.9   548.0       6   0.600E-06
    4  2   4.50  16.00  10.50 30.00   4898.6   581.0       5  -0.106E-03

    5  1   4.50  15.00  10.00 40.00   3686.2   548.0       5   0.312E-04
    5  2   4.50  16.00  10.50 40.00   4039.4   581.0       4  -0.287E-04

    6  1   4.50  15.00  10.00 50.00   3165.1   548.0       8  -0.111E-04
    6  2   4.50  16.00  10.50 50.00   3444.3   581.0       6   0.430E-04

    7  1   4.50  15.00  10.00 60.00   2822.9   548.0       6   0.520E-03
    7  2   4.50  16.00  10.50 60.00   3062.3   581.0       9  -0.961E-03

    8  1   4.50  15.00  10.00 70.00   2609.2   548.0       8  -0.575E-02
    8  2   4.50  16.00  10.50 70.00   2828.3   581.0       8   0.421E-02

    9  1   4.50  15.00  10.00 80.00   2494.2   548.0       8   0.867E-03
    9  2   4.50  16.00  10.50 80.00   2699.2   581.0      10  -0.107E-01

   10  1   4.50  15.00  10.00 90.00   2457.2   548.0       8  -0.936E-03
   10  2   4.50  16.00  10.50 90.00   2659.2   581.0      10  -0.634E-02
 -----------------------------------------------------------------------
 ilc        D      L    zlug  theta    Tlug     Bw    ( iters    f_VHM )
  icgeom   [m]    [m]   [m]   [deg]    [kN]    [kN]   ( [-]      [-]   )
 -----------------------------------------------------------------------

caisson_vhm: input   file: "JOB.I01"
caisson_vhm: output  file: "JOB.O01"
caisson_vhm: normal program end
