
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 07:24:55 on 13-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].


 datain_caisson: < --- BEGIN

 pidata: < --- BEGIN
 pidata: input  text file: "JOB.I01"
       : output text file: "JOB.O01"
       : output plot file: "TEMPLATE_MODE22_BC4.O04.PDF"
       : program name    : "CAISSON_VHM"

 pidata: rtitle          : "MODE22 TEMPLATE INPUT"
       : ptitle          : "MODE22 EXAMPLE  INPUT (EX6_MODE22_BC4.I03)"
       : projno          : "SKA/MAN/003"
       : locatn          : "CAISSON_VHM"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    2
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        7.00        8.00        53.0    
    30.0        7.00        53.0        68.0    
    40.0    
 m_fac
    1.17    
 gmdata: END --- >


 psdata: < --- BEGIN
 psdata: vhm_model
 KAY+PALIX_2011
 MODE_VHM
   22
 psdata: END --- >


 cfdata: < --- BEGIN
 ncgeom
    1
 cgeom
 CIRCULAR
 nfhxp  wt_D_side  wt_D_top
  0   0.640E-02   0.128E-01
 iro_lug  r_lug_user
  2    3.29    
 D  L  zlug
   5.00  19.00  12.70
 cfdata: END --- >


 ssidat: < --- BEGIN
 alpha_Fo  alpha_Fi  eta_Fo
   0.65   0.65   1.00
 eta_reb  alpha_d_su  iplug_vmode  vmax_user
   1.00   0.50    1   0.00
 eta_amh  eta_bmh  eta_phimh
   1.00   1.00   1.00
 ssidat: END --- >


 chndat: < --- BEGIN
 iscope_Bw  l_fac_Bw  eta_Vst_wall  delta_Bw_user  Bw_caisson_user
    3    1.00        1.00        1.00        981.    
 dtheta_lug_deg  psi_twist_deg
    5.00        8.00    
 chndat: END --- >


 ldata__anchor: < --- BEGIN
 nlc   nlfac_T
  1  1
 ldata__anchor: theta_lug  (l_facT) ***
    32.8        1.00       ! NGI Table 4-1, LC2, 100y dam
 ldata__anchor: END --- >


 mcdata: < --- BEGIN
 ioutd  ioute
    2    0
 eps_int  jmax_int  jmin_int
   0.100E-03 15  5
 mcdata: END --- >

 datain_caisson: END --- >


clen_theoretical_sub: < --- BEGIN
clen_theoretical_sub: no theoretical caisson L values for FACTORED VMH load;
clen_theoretical_sub: can't find L without VHload (MODE_VHM = 16, 17, 22 and 23).
clen_theoretical_sub: END --- >



caisson_vhm: nlines_warnings :    3
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=53.00 kPa.
WARNING: gmdata. soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=53.00 kPa.
WARNING: gmdata. soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=68.00 kPa.

solve_MODE22_sub: < --- BEGIN

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

root_Tlug_22_fun: < --- BEGIN
 < Tlug                                 [kN]:   14897.623

Vmax_fun : < --- BEGIN
 < support_foundation                  [T/F]: F
 < iplug_vmode                           [-]:  1
 < L,D                                   [m]:  19.00   5.00
 > Vmax_fun                             [kN]:     8978.61861
Vmax_fun : END --- >

   L , D                                 [m]:      19.000       5.000
   zlug , theta_lug_star           [m] [deg]:      12.700      37.800
   zlug_cL                               [m]:      15.248
   Bw , Bw_plug                         [kN]:     981.000       0.000
   su_av_L                             [kPa]:      19.099
   Vmax                                 [kN]:    8978.619
   Hfac=L   D su_av_L                   [kN]:    1814.378
   Mfac=L^2 D su_av_L                  [kNm]:   34473.176
   aMH , bMH                             [-]:      13.404       1.735
   phiMH , phiMH                 [rad] [deg]:      -0.584     -33.435
   aVH , bVH                             [-]:       5.055       2.988
   Vlug=Tlug*sin(theta_lug_star)        [kN]:    9130.858
   Hlug=Tlug*cos(theta_lug_star)        [kN]:   11771.432
   l_facT, l_fac_BW                      [-]:       1.000       1.000
   Vload=Vlug*l_facT  - Bw*l_fac_Bw
         Hload=Hlug*l_facT
               Mload=-Hload*zlug_cL
   Vstar=Vload/Vmax
         Hstar=Hload/Hfac
               Mstar=Mload/Mfac
   Vload,Hload,Mload         [kN] [kN] [kNm]:    8149.858   11771.432 -179492.051
   Vstar,Hstar,Mstar                     [-]:       0.908       6.488      -5.207
   root_Tlug_22_fun=f_VHM_fun               
 > root_Tlug_22_fun                      [-]:        0.00000
root_Tlug_22_fun: END --- >


Vmax_fun : < --- BEGIN
 < support_foundation                  [T/F]: F
 < iplug_vmode                           [-]:  1
 < L,D                                   [m]:  19.00   5.00
 > Vmax_fun                             [kN]:     8978.61861
Vmax_fun : END --- >


Bw_caisson_fun : < --- BEGIN
 < L,D                                   [m]:  19.00   5.00
 < iscope_Bw                             [-]:  3
 > Bw_caisson_fun                       [kN]:      981.00000
Bw_caisson_fun : END --- >


Bw_plug_fun : < --- BEGIN
 < L,D                                   [m]:  19.00   5.00
 < wt_D_side (= WT / D)                  [-]:  0.006
 < iplug_Vmode                           [-]:  1
 > Bw_plug_fun                          [kN]:        0.00000
Bw_plug_fun : END --- >



 -----------------------------------------------
 solve_MODE22_sub: CAISSON RESISTANCES & WEIGHTS
 MODE_VHM, problem solution mode =   22
 IPLUG_VMODE, axial capacity mode  =  1
 ISCOPE_BW, caisson weight BW mode =  3
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D    = caisson outer diameter       
 L    = caisson embedded length      
 L/D  = caisson embedment ratio      
 Vmax = caisson axial resistance     
 Hmax = caisson FIXED HEAD lateral resistance 
 H0   = caisson FREE  HEAD lateral resistance 
 Bw   = caisson submerged weight (only used for anchor foundations)
 Bw*  = caisson+soil plug submerged weight (only for IPLUG_VMODE=5)
 su_av_L = soil average su between caisson head (seafloor) and tip (L)
 ----------------------------------------------------------------------------------------
  ilc       D      L      L/D       Vmax        Hmax         H0          Bw       su_av_L
   icgeom  [m]    [m]     [-]       [kN]        [kN]        [kN]        [kN]        [kPa]
 ----------------------------------------------------------------------------------------
    1  1   5.00  19.00   3.80      8978.6     20295.9      5713.1       981.0        19.1
 ----------------------------------------------------------------------------------------
  ilc       D      L      L/D       Vmax        Hmax         H0          Bw       su_av_L
   icgeom  [m]    [m]     [-]       [kN]        [kN]        [kN]        [kN]        [kPa]
 ----------------------------------------------------------------------------------------


 ------------------------------------
 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   5.00  19.00  12.70 37.80  14897.6   981.0       6   0.121E-05   ! NGI Table 4-1, LC2, 100y dam
 -----------------------------------------------------------------------
 ilc        D      L    zlug  theta    Tlug     Bw    ( iters    f_VHM )
  icgeom   [m]    [m]   [m]   [deg]    [kN]    [kN]   ( [-]      [-]   )
 -----------------------------------------------------------------------
solve_MODE22_sub: END --- >


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