
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 16:56:44 on 19-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

  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 #=    6; caisson geometry #=    3

  VHM load case #=    7; caisson geometry #=    3

  VHM load case #=    8; caisson geometry #=    3

  VHM load case #=    9; caisson geometry #=    3

  VHM load case #=   10; 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 #=    6; caisson geometry #=    4

  VHM load case #=    7; caisson geometry #=    4

  VHM load case #=    8; caisson geometry #=    4

  VHM load case #=    9; caisson geometry #=    4

  VHM load case #=   10; 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

  VHM load case #=    6; caisson geometry #=    5

  VHM load case #=    7; caisson geometry #=    5

  VHM load case #=    8; caisson geometry #=    5

  VHM load case #=    9; caisson geometry #=    5

  VHM load case #=   10; caisson geometry #=    5


 ------------------------------------
 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  15.50  10.50  0.00   5637.3   564.5       5  -0.304E-05
    1  3   4.50  16.00  11.00  0.00   5945.1   581.0       5  -0.307E-05
    1  4   4.50  16.50  11.00  0.00   6380.3   597.5       5  -0.298E-05
    1  5   4.50  17.00  11.50  0.00   6732.5   614.0       5  -0.299E-05

    2  1   4.50  15.00  10.00 10.00   5327.7   548.0       5  -0.585E-05
    2  2   4.50  15.50  10.50 10.00   5603.0   564.5       5  -0.620E-05
    2  3   4.50  16.00  11.00 10.00   5874.2   581.0       5  -0.654E-05
    2  4   4.50  16.50  11.00 10.00   6394.4   597.5       5  -0.708E-05
    2  5   4.50  17.00  11.50 10.00   6705.2   614.0       5  -0.754E-05

    3  1   4.50  15.00  10.00 20.00   5088.2   548.0       6   0.319E-06
    3  2   4.50  15.50  10.50 20.00   5318.0   564.5       6   0.284E-06
    3  3   4.50  16.00  11.00 20.00   5548.2   581.0       6   0.247E-06
    3  4   4.50  16.50  11.00 20.00   6033.1   597.5       6   0.447E-06
    3  5   4.50  17.00  11.50 20.00   6288.9   614.0       6   0.399E-06

    4  1   4.50  15.00  10.00 30.00   4402.9   548.0       6   0.600E-06
    4  2   4.50  15.50  10.50 30.00   4589.8   564.5       6   0.469E-06
    4  3   4.50  16.00  11.00 30.00   4779.7   581.0       6   0.365E-06
    4  4   4.50  16.50  11.00 30.00   5097.8   597.5       5  -0.881E-04
    4  5   4.50  17.00  11.50 30.00   5300.4   614.0       5  -0.730E-04

    5  1   4.50  15.00  10.00 40.00   3686.2   548.0       5   0.312E-04
    5  2   4.50  15.50  10.50 40.00   3839.7   564.5       5   0.205E-04
    5  3   4.50  16.00  11.00 40.00   3996.1   581.0       5   0.109E-04
    5  4   4.50  16.50  11.00 40.00   4199.1   597.5       4   0.236E-04
    5  5   4.50  17.00  11.50 40.00   4362.1   614.0       5  -0.125E-04

    6  1   4.50  15.00  10.00 50.00   3165.1   548.0       8  -0.111E-04
    6  2   4.50  15.50  10.50 50.00   3295.7   564.5       8  -0.119E-04
    6  3   4.50  16.00  11.00 50.00   3428.5   581.0       8  -0.198E-04
    6  4   4.50  16.50  11.00 50.00   3579.0   597.5       5  -0.279E-03
    6  5   4.50  17.00  11.50 50.00   3716.5   614.0       6  -0.857E-04

    7  1   4.50  15.00  10.00 60.00   2822.9   548.0       6   0.520E-03
    7  2   4.50  15.50  10.50 60.00   2937.4   564.5       8  -0.530E-02
    7  3   4.50  16.00  11.00 60.00   3056.2   581.0      10   0.561E-04
    7  4   4.50  16.50  11.00 60.00   3181.8   597.5      10   0.125E-03
    7  5   4.50  17.00  11.50 60.00   3303.4   614.0      10   0.229E-03

    8  1   4.50  15.00  10.00 70.00   2609.2   548.0       8  -0.575E-02
    8  2   4.50  15.50  10.50 70.00   2716.8   564.5       9  -0.304E-03
    8  3   4.50  16.00  11.00 70.00   2824.2   581.0       8  -0.677E-02
    8  4   4.50  16.50  11.00 70.00   2937.9   597.5      11   0.164E-02
    8  5   4.50  17.00  11.50 70.00   3048.9   614.0      10  -0.813E-02

    9  1   4.50  15.00  10.00 80.00   2494.2   548.0       8   0.867E-03
    9  2   4.50  15.50  10.50 80.00   2595.8   564.5       8  -0.181E-02
    9  3   4.50  16.00  11.00 80.00   2699.2   581.0       8  -0.109E-02
    9  4   4.50  16.50  11.00 80.00   2804.6   597.5      10  -0.659E-02
    9  5   4.50  17.00  11.50 80.00   2912.0   614.0       8  -0.113E-02

   10  1   4.50  15.00  10.00 90.00   2457.2   548.0       8  -0.936E-03
   10  2   4.50  15.50  10.50 90.00   2557.9   564.5       8   0.411E-03
   10  3   4.50  16.00  11.00 90.00   2659.2   581.0      10  -0.634E-02
   10  4   4.50  16.50  11.00 90.00   2762.4   597.5       6  -0.990E-02
   10  5   4.50  17.00  11.50 90.00   2868.6   614.0      24  -0.987E-05
 -----------------------------------------------------------------------
 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
