
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 09:32:21 on 01-FEB-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].

MODE21 PILE ESTIMATE V02                

caisson_vhm: nlines_warnings :   10
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1;buoyant unit weight BDEN=0.01 is outside typical CLAY range [2 - 13].
WARNING: gmdata. soil layer # 1; BDEN=0.01 kN/m^3 is inconsistent with SU_TOP=0.01 kPa.
WARNING: gmdata. soil layer # 2; SU_TOP, SIGV=10.25, 0.02 kPa; PSI=SU/SIGV=467.94 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 2; BDEN=7.08 kN/m^3 is inconsistent with SU_TOP=10.25 kPa.
WARNING. ssidat: inner friction factor on peak strength, ALPHA_FI < 0.5.
WARNING. ssidat: typically ALPHA_FI is around 0.65.
WARNING. chndat: load factor on caisson weight, L_FAC_BW < 0.85;
WARNING. chndat: typical L_FAC_BW values 0.9 to 1.1
test_v_asc: elements    1 and    2 not in ascending order.
WARNING. ldata__anchor: chain inclinations THETA_LUG not in ASCending order.

  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



 ---------------------------------------
 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   5.00  15.84   8.19  10189.1 43.20   614.4     197   0.102E-26
    2  1   5.00  20.02  10.86   8285.3 43.20   754.1     196   0.597E-27
    3  1   5.00  23.17  12.90  10019.4 42.80   859.4     174   0.194E-26
    4  1   5.00  20.22  11.12  13448.2 41.50   760.7     178   0.263E-26
    5  1   5.00  12.89   4.10   7715.8 61.10   515.5     210   0.131E-26
    6  1   5.00  16.11   8.20  10132.5 45.10   623.1     198   0.211E-26
    7  1   5.00  20.56  11.01   8229.1 45.60   772.3     176   0.700E-27
    8  1   5.00  23.71  13.06   9962.3 44.80   877.5     183   0.109E-26
    9  1   5.00  20.55  11.22  13389.1 43.00   771.9     188   0.123E-26
   10  1   5.00  13.01   3.80   7673.1 63.00   519.4     209   0.234E-26
 -----------------------------------------------------------------------
 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
