
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 00:30:50 on 24-MAY-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: "EX1_MODE10.O2A.PDF"
       : program name    : "CAISSON_VHM"

 pidata: rtitle          : "RUN 2A: AS RUN 2 BUT NCGEOM=3 (D FROM 5.5 TO 5.5M)"
       : ptitle          : "VERIFY MODE10"
       : projno          : "SKA/MAN/003"
       : locatn          : "CAISSON_VHM"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    1
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        6.00        11.4        121.    
    36.0    
 m_fac
    1.00    
 gmdata: END --- >


 psdata: < --- BEGIN
 psdata: vhm_model
 KAY+PALIX_2011
 MODE_VHM
   10
 psdata: END --- >


 cfdata: < --- BEGIN
 ncgeom
    7
 cgeom
 CIRCULAR
 nfhxp  wt_D_side  wt_D_top
  0   0.160E-01   0.250E-01
 iro_lug  r_lug_user
  1    0.00    
 D  (guess)L
   4.00  15.50
   4.50  15.00
   5.00  14.50
   5.50  14.00
   6.00  13.50
   6.50  13.00
   7.00  12.50
 cfdata: END --- >


 ssidat: < --- BEGIN
 alpha_Fo  alpha_Fi  eta_Fo
   0.50   0.50   0.50
 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 --- >


 ldata_support: < --- BEGIN
 nlc   nlfac_lc
  1  1
 lfac_lc(*)
    1.00    
 ldata_support: V H M (l_fac) ***
   0.415E+04   0.127E+04   0.153E+04       ! LC1
 ldata_support: load_matX; nrows =           1
   0.415E+04   0.127E+04   0.153E+04    1.00    

print_VHMloadR_sub:
FACTORED VHM load matrix VHMloadR (# rows/NLC=    1)
 V             = vertical load at seafloor        [kN]
 H             = lateral load at seafloor         [kN]
 M             = moment load at seafloor         [kNm]
 ilc           = load case number                  [-]
 ------------------------------------------!----------------------------------------
    V           H            M          ilc!     V           H          M        ilc
   [kN]        [kN]         [kNm]       [-]!    [kN]        [kN]       [kNm]     [-]
 ------------------------------------------!----------------------------------------
   0.415E+04   0.127E+04   0.153E+04     1      4152.2      1267.8      1525.2     1
 ------------------------------------------!----------------------------------------
    V           H            M          ilc!     V           H          M        ilc
   [kN]        [kN]         [kNm]       [-]!    [kN]        [kN]       [kNm]     [-]
 ------------------------------------------!----------------------------------------
 ldata_support: END --- >


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

 datain_caisson: END --- >


clen_theoretical_sub: < --- BEGIN
 ---------------------------------------------------------------- 
 clen_theoretical_sub: SUMMARY OF RESULTS
 icgeom = caisson geometry #        
 ilc    = VHM load case #           
 loadR  = FACTORED V & H load  [kN]
 D   = caisson outer diameter    [m]
 ?L  = guess caisson embedded length   [m] 
 L_Vmax = L to satisfy Vmax and VloadR [m] 
 L_Hmax = L to satisfy Hmax and HloadR [m] 
 L_H0   = L to satisfy H0   and HloadR [m] 
 ------------------------------------------------------------------
 ilc        D    VloadR       HloadR      ?L     L      L      L   
  icgeom   [m]    [kN]         [kN]       [m]    Vmax   Hmax   H0  
 ------------------------------------------------------------------
    1  1   4.00   0.415E+04   0.127E+04  15.50   7.07   2.37   4.06
    1  2   4.50   0.415E+04   0.127E+04  15.00   5.55   2.12   2.75
    1  3   5.00   0.415E+04   0.127E+04  14.50   4.23   1.90   2.12
    1  4   5.50   0.415E+04   0.127E+04  14.00   3.07   1.70   1.75
    1  5   6.00   0.415E+04   0.127E+04  13.50   2.04   1.51   1.48
    1  6   6.50   0.415E+04   0.127E+04  13.00   1.14   1.34   1.27
    1  7   7.00   0.415E+04   0.127E+04  12.50   0.33   1.18   1.10
 ------------------------------------------------------------------
 ilc        D    VloadR       HloadR      ?L     L      L      L   
  icgeom   [m]    [kN]         [kN]       [m]    Vmax   Hmax   H0  
 ------------------------------------------------------------------
clen_theoretical_sub: END --- >



caisson_vhm: nlines_warnings :    3
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=120.55 kPa.
WARNING. cfdata: caisson top plate thickness : diameter ratio, WT_D_TOP > 1/50 (0.02).
WARNING. ssidat: outer skin friction Fo reduction factor, ETA_FO <= 0.6.
solve_MODE10_sub: < --- BEGIN
  VHM load case #=    1; caisson geometry #=    1

  VHM load case #=    1; caisson geometry #=    2

  VHM load case #=    1; caisson geometry #=    3

  VHM load case #=    1; caisson geometry #=    4

  VHM load case #=    1; caisson geometry #=    5

  VHM load case #=    1; caisson geometry #=    6

  VHM load case #=    1; caisson geometry #=    7



 -----------------------------------------------
 solve_MODE10_sub: CAISSON RESISTANCES & WEIGHTS
 MODE_VHM, problem solution mode   = 10
 IPLUG_VMODE, axial capacity mode  =  1
 ISCOPE_BW, caisson weight BW mode =  1
 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* (* NOT USED FOR SUPPORT FOUNDATIONS)
 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   4.00   7.70   1.93      4504.5      7146.5      2275.4       492.6        23.1
    1  2   4.50   6.31   1.40      4615.5      5657.5      2187.7       543.4        21.0
    1  3   5.00   5.15   1.03      4765.7      4510.1      2176.5       591.2        19.2
    1  4   5.50   4.10   0.74      4894.7      3554.5      2287.0       629.4        17.6
    1  5   6.00   3.24   0.54      5090.5      2867.0      2288.4       670.3        16.3
    1  6   6.50   1.34   0.21      4316.9      1267.8      1317.5       548.6        13.4
    1  7   7.00   0.77   0.11      4551.1       947.1       992.5       577.1        12.6
 --------------------------------------------------------------------------------------
  ilc      D      L      L/D       Vmax        Hmax         H0          Bw      su_av_L
   icgeom [m]    [m]     [-]       [kN]        [kN]        [kN]        [kN]       [kPa]
 --------------------------------------------------------------------------------------


 ------------------------------------
 solve_MODE10_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D    = caisson outer diameter   [m] 
 Lopt = caisson embedded length  [m] 
 L/D  = caisson embedment ratio  [-] 
 iter   = # iterations           [-] 
 f_VHM  = VHM yield function     [-] 
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------
    1  1   4.00   7.70   1.93       8  -0.461E-04   ! LC1
    1  2   4.50   6.31   1.40       8  -0.431E-06   ! LC1
    1  3   5.00   5.15   1.03       7  -0.911E-05   ! LC1
    1  4   5.50   4.10   0.74       8   0.209E-05   ! LC1
    1  5   6.00   3.24   0.54       8   0.442E-04   ! LC1
    1  6   6.50   1.34   0.21       2    7.99       ! LC1
    1  7   7.00   0.77   0.11       7  -0.215E-05   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

WARNING. solve_MODE10_sub: ilc icgeom=  1  6;
 POOR SOLUTION; ITERS=    2 [>= 5000 or = 0] and/or |fVHM|=    7.99     [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  6;
 short caisson; Lopt,D=   6.50   1.34 L/D=   0.21 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  7;
 short caisson; Lopt,D=   7.00   0.77 L/D=   0.11 [-] (< 0.5)
solve_MODE10_sub: END --- >


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