
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 05:28:49 on 20-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=12 (D FROM 3 TO 9M)"
       : ptitle          : "VERIFY MODE10"
       : projno          : "SKA/MAN/003"
       : locatn          : "CAISSON_VHM"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
   16
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        6.00        2.70        4.50    
    2.00        6.00        4.50        16.2    
    4.70        6.00        16.2        17.3    
    5.80        6.00        17.3        19.1    
    7.50        6.00        19.1        24.2    
    12.4        6.00        24.2        24.3    
    12.5        6.00        27.9        28.8    
    15.0        6.00        34.2        34.2    
    15.6        6.00        34.2        34.2    
    16.5        6.00        34.2        34.2    
    20.5        6.00        31.5        31.5    
    22.5        6.00        31.5        39.3    
    25.0        6.00        39.3        48.6    
    28.0        6.00        48.6        48.6    
    30.0        6.00        48.6        48.6    
    32.0        6.00        48.6        55.8    
    41.0    
 m_fac
    1.00    
 gmdata: END --- >


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


 cfdata: < --- BEGIN
 ncgeom
   10
 cgeom
 CIRCULAR
 nfhxp  wt_D_side  wt_D_top
  0   0.100E-01   0.200E-01
 iro_lug  r_lug_user
  1    0.00    
 D  (guess)L
   2.50  17.00
   3.00  15.00
   4.00  13.00
   5.00  11.00
   6.00  10.00
   7.00   8.00
   8.00   6.00
   8.50   5.50
   9.00   5.00
   9.50   4.50
 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 --- >


 ldata_support: < --- BEGIN
 nlc   nlfac_lc
  1  1
 lfac_lc(*)
    1.00    
 ldata_support: V H M (l_fac) ***
   0.310E+04   0.120E+04   0.880E+04       ! LC1
 ldata_support: load_matX; nrows =           1
   0.310E+04   0.120E+04   0.880E+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]     [-]
 ------------------------------------------!----------------------------------------
   0.310E+04   0.120E+04   0.880E+04     1      3100.0      1200.0      8800.0     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   2.50   0.310E+04   0.120E+04  17.00  16.38   5.45  10.97
    1  2   3.00   0.310E+04   0.120E+04  15.00  13.14   5.08  10.10
    1  3   4.00   0.310E+04   0.120E+04  13.00   8.42   4.53   8.56
    1  4   5.00   0.310E+04   0.120E+04  11.00   5.43   4.09   6.61
    1  5   6.00   0.310E+04   0.120E+04  10.00   3.34   3.71   4.49
    1  6   7.00   0.310E+04   0.120E+04   8.00   2.12   3.39   3.67
    1  7   8.00   0.310E+04   0.120E+04   6.00   1.17   3.12   3.20
    1  8   8.50   0.310E+04   0.120E+04   5.50   0.73   2.99   3.03
    1  9   9.00   0.310E+04   0.120E+04   5.00   0.31   2.87   2.87
    1 10   9.50   0.310E+04   0.120E+04   4.50   0.00   2.76   2.74
 ------------------------------------------------------------------
 ilc        D    VloadR       HloadR      ?L     L      L      L   
  icgeom   [m]    [kN]         [kN]       [m]    Vmax   Hmax   H0  
 ------------------------------------------------------------------
clen_theoretical_sub: END --- >



caisson_vhm: nlines_warnings :    5
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 16; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=55.80 kPa.
WARNING. cfdata: caisson geometry # 1; L=17.00 D=2.50 L/D=6.80;
WARNING. cfdata: caisson geometry # 1; caisson embedment ratio, L/D > 6.
WARNING. cfdata: caisson geometry # 10; L=4.50 D=9.50 L/D=0.47;
WARNING. cfdata: caisson geometry # 10; caisson embedment ratio, L/D < 0.5.
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

  VHM load case #=    1; caisson geometry #=    8

  VHM load case #=    1; caisson geometry #=    9

  VHM load case #=    1; caisson geometry #=   10



 -----------------------------------------------
 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   2.50  17.29   6.92      3258.0      9931.0      2742.7       241.6        19.8
    1  2   3.00  14.85   4.95      3734.2      8980.4      2453.6       307.0        17.5
    1  3   4.00  12.78   3.20      4849.4      8775.1      2359.3       493.5        15.7
    1  4   5.00  11.29   2.26      6122.1      8402.0      2400.2       719.8        14.6
    1  5   6.00  10.08   1.68      7119.5      7981.1      2497.1       983.2        13.6
    1  6   7.00   8.06   1.15      7473.9      6176.2      2654.4      1183.8        11.8
    1  7   8.00   6.15   0.77      7861.9      4453.9      2940.9      1359.4         9.7
    1  8   8.50   5.37   0.63      8130.0      3751.8      2918.4      1455.1         8.6
    1  9   9.00   4.87   0.54      8611.8      3337.8      2863.6      1589.0         7.8
    1 10   9.50   4.62   0.49      9325.0      3207.6      2900.0      1770.5         7.3
 --------------------------------------------------------------------------------------
  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   2.50  17.29   6.92       4  -0.851E-04   ! LC1
    1  2   3.00  14.85   4.95       4  -0.329E-04   ! LC1
    1  3   4.00  12.78   3.20       3  -0.140E-03   ! LC1
    1  4   5.00  11.29   2.26       4   0.103E-05   ! LC1
    1  5   6.00  10.08   1.68       4  -0.313E-04   ! LC1
    1  6   7.00   8.06   1.15       2   0.196E-03   ! LC1
    1  7   8.00   6.15   0.77       3   0.594E-06   ! LC1
    1  8   8.50   5.37   0.63       4   0.228E-06   ! LC1
    1  9   9.00   4.87   0.54       4  -0.536E-06   ! LC1
    1 10   9.50   4.62   0.49       4   0.118E-04   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

WARNING. solve_MODE10_sub:ilc icgeom=  1  1;
 long caisson; Lopt,D=   2.50  17.29 L/D=   6.92 [-] (> 6.0)
WARNING. solve_MODE10_sub: ilc icgeom=  1 10;
 short caisson; Lopt,D=   9.50   4.62 L/D=   0.49 [-] (< 0.5)
solve_MODE10_sub: END --- >


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