
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 15:22:53 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 :    6
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. chndat: user-supplied EXTRA buoyant weight, DELTA_BW_USER <= 0 kN.
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


 ------------------------------------
 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  17.00  11.50  0.00   6734.0   598.2       5  -0.299E-05
    1  2   4.50  16.00  10.50  0.00   6021.1   565.2       5  -0.296E-05
    1  3   4.50  15.00  10.00  0.00   5320.4   532.2       5  -0.298E-05

    2  1   4.50  17.00  11.50 10.00   6703.1   598.2       5  -0.786E-05
    2  2   4.50  16.00  10.50 10.00   6075.7   565.2       5  -0.741E-05
    2  3   4.50  15.00  10.00 10.00   5325.1   532.2       5  -0.686E-05

    3  1   4.50  17.00  11.50 20.00   6267.3   598.2       6   0.408E-06
    3  2   4.50  16.00  10.50 20.00   5725.7   565.2       6   0.604E-06
    3  3   4.50  15.00  10.00 20.00   5023.9   532.2       6   0.481E-06

    4  1   4.50  17.00  11.50 30.00   5260.4   598.2       5  -0.549E-04
    4  2   4.50  16.00  10.50 30.00   4792.5   565.2       5  -0.511E-04
    4  3   4.50  15.00  10.00 30.00   4255.0   532.2       5  -0.101E-03

    5  1   4.50  17.00  11.50 40.00   4320.7   598.2       6  -0.420E-05
    5  2   4.50  16.00  10.50 40.00   3927.3   565.2       5  -0.283E-03
    5  3   4.50  15.00  10.00 40.00   3519.7   532.2       4  -0.231E-03

    6  1   4.50  17.00  11.50 50.00   3678.7   598.2       6  -0.781E-03
    6  2   4.50  16.00  10.50 50.00   3342.4   565.2       6   0.988E-03
    6  3   4.50  15.00  10.00 50.00   3008.5   532.2       7   0.642E-04

    7  1   4.50  17.00  11.50 60.00   3269.0   598.2       9  -0.130E-02
    7  2   4.50  16.00  10.50 60.00   2968.9   565.2       8  -0.380E-02
    7  3   4.50  15.00  10.00 60.00   2677.3   532.2       8  -0.577E-02

    8  1   4.50  17.00  11.50 70.00   3017.4   598.2      10  -0.592E-02
    8  2   4.50  16.00  10.50 70.00   2741.2   565.2      10  -0.150E-02
    8  3   4.50  15.00  10.00 70.00   2474.5   532.2       8  -0.321E-02

    9  1   4.50  17.00  11.50 80.00   2881.6   598.2      24  -0.565E-05
    9  2   4.50  16.00  10.50 80.00   2617.4   565.2       8   0.229E-03
    9  3   4.50  15.00  10.00 80.00   2364.0   532.2       9  -0.893E-03

   10  1   4.50  17.00  11.50 90.00   2838.5   598.2      24  -0.607E-05
   10  2   4.50  16.00  10.50 90.00   2578.1   565.2      24  -0.513E-05
   10  3   4.50  15.00  10.00 90.00   2329.5   532.2      10   0.429E-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
