
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 15:36:45 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   5316.7   548.0       5  -0.297E-05
    1  2   4.50  15.50  10.50  0.00   5632.4   564.5       5  -0.299E-05
    1  3   4.50  16.00  11.00  0.00   5941.4   581.0       5  -0.304E-05
    1  4   4.50  16.50  11.00  0.00   6377.6   597.5       5  -0.295E-05
    1  5   4.50  17.00  11.50  0.00   6730.8   614.0       5  -0.298E-05

    2  1   4.50  15.00  10.00 10.00   5325.9   548.0       5  -0.690E-05
    2  2   4.50  15.50  10.50 10.00   5601.3   564.5       5  -0.713E-05
    2  3   4.50  16.00  11.00 10.00   5872.7   581.0       5  -0.732E-05
    2  4   4.50  16.50  11.00 10.00   6392.7   597.5       5  -0.777E-05
    2  5   4.50  17.00  11.50 10.00   6704.0   614.0       5  -0.801E-05

    3  1   4.50  15.00  10.00 20.00   5023.7   548.0       6   0.543E-06
    3  2   4.50  15.50  10.50 20.00   5263.7   564.5       6   0.430E-06
    3  3   4.50  16.00  11.00 20.00   5504.8   581.0       6   0.337E-06
    3  4   4.50  16.50  11.00 20.00   5992.5   597.5       6   0.562E-06
    3  5   4.50  17.00  11.50 20.00   6262.9   614.0       6   0.458E-06

    4  1   4.50  15.00  10.00 30.00   4247.2   548.0       5  -0.105E-03
    4  2   4.50  15.50  10.50 30.00   4459.1   564.5       5  -0.983E-04
    4  3   4.50  16.00  11.00 30.00   4675.4   581.0       5  -0.918E-04
    4  4   4.50  16.50  11.00 30.00   5009.5   597.5       5  -0.506E-04
    4  5   4.50  17.00  11.50 30.00   5244.0   614.0       5  -0.520E-04

    5  1   4.50  15.00  10.00 40.00   3509.4   548.0       4  -0.175E-03
    5  2   4.50  15.50  10.50 40.00   3690.6   564.5       4  -0.110E-03
    5  3   4.50  16.00  11.00 40.00   3876.3   581.0       4  -0.654E-04
    5  4   4.50  16.50  11.00 40.00   4104.6   597.5       6  -0.220E-04
    5  5   4.50  17.00  11.50 40.00   4301.5   614.0       6  -0.294E-04

    6  1   4.50  15.00  10.00 50.00   2997.8   548.0       6  -0.198E-02
    6  2   4.50  15.50  10.50 50.00   3154.8   564.5       7   0.190E-03
    6  3   4.50  16.00  11.00 50.00   3315.1   581.0       8  -0.220E-04
    6  4   4.50  16.50  11.00 50.00   3492.4   597.5       5  -0.228E-03
    6  5   4.50  17.00  11.50 50.00   3660.6   614.0       6  -0.144E-02

    7  1   4.50  15.00  10.00 60.00   2669.0   548.0       9  -0.168E-03
    7  2   4.50  15.50  10.50 60.00   2808.4   564.5       9  -0.770E-03
    7  3   4.50  16.00  11.00 60.00   2951.7   581.0      10   0.206E-03
    7  4   4.50  16.50  11.00 60.00   3102.0   597.5       8  -0.597E-02
    7  5   4.50  17.00  11.50 60.00   3252.7   614.0       9  -0.770E-03

    8  1   4.50  15.00  10.00 70.00   2465.7   548.0       8  -0.267E-02
    8  2   4.50  15.50  10.50 70.00   2594.5   564.5       8  -0.427E-02
    8  3   4.50  16.00  11.00 70.00   2726.4   581.0       8  -0.655E-02
    8  4   4.50  16.50  11.00 70.00   2863.5   597.5      10  -0.787E-02
    8  5   4.50  17.00  11.50 70.00   3002.2   614.0      10  -0.525E-02

    9  1   4.50  15.00  10.00 80.00   2355.5   548.0       9  -0.124E-02
    9  2   4.50  15.50  10.50 80.00   2479.0   564.5      10   0.121E-02
    9  3   4.50  16.00  11.00 80.00   2605.1   581.0      24  -0.194E-05
    9  4   4.50  16.50  11.00 80.00   2734.9   597.5      24  -0.267E-05
    9  5   4.50  17.00  11.50 80.00   2867.0   614.0      24  -0.116E-04

   10  1   4.50  15.00  10.00 90.00   2320.5   548.0      11  -0.120E-02
   10  2   4.50  15.50  10.50 90.00   2442.3   564.5      24  -0.244E-05
   10  3   4.50  16.00  11.00 90.00   2566.7   581.0      24  -0.492E-05
   10  4   4.50  16.50  11.00 90.00   2694.5   597.5       4   0.947E-02
   10  5   4.50  17.00  11.50 90.00   2824.1   614.0      24  -0.136E-04
 -----------------------------------------------------------------------
 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
