
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 06:58:03 on 02-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=8 (D FROM 4 TO 8.5M)"
       : ptitle          : "VERIFY MODE10"
       : projno          : "SKA/MAN/003"
       : locatn          : "CAISSON_VHM"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    6
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        10.0        20.0        45.0    
    1.00        9.00        45.0        65.0    
    2.00        8.40        65.0        75.0    
    3.00        7.80        75.0        75.0    
    11.6        7.80        75.0        100.    
    22.3        6.00        100.        100.    
    50.0    
 m_fac
    1.00    
 gmdata: END --- >


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


 cfdata: < --- BEGIN
 ncgeom
    8
 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
   3.00  15.00
   4.00  13.00
   5.00  11.00
   6.00  10.00
   7.00   7.80
   8.00   7.50
   8.50   5.50
   9.00   5.00
 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) ***
   0.926E+04    884.       0.112E+04       ! LC1
 ldata_support: load_matX; nrows =           1
   0.926E+04    884.       0.112E+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]     [-]
 ------------------------------------------!----------------------------------------
   0.926E+04    884.       0.112E+04     1      9255.0       884.0      1120.0     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   3.00   0.926E+04    884.      15.00  10.63   0.92   0.93
    1  2   4.00   0.926E+04    884.      13.00   4.64   0.62   0.59
    1  3   5.00   0.926E+04    884.      11.00   1.46   0.40   0.40
    1  4   6.00   0.926E+04    884.      10.00   0.10   0.22   0.25
    1  5   7.00   0.926E+04    884.       7.80   0.00   0.08   0.14
    1  6   8.00   0.926E+04    884.       7.50   0.00   0.00   0.00
    1  7   8.50   0.926E+04    884.       5.50   0.00   0.00   0.00
    1  8   9.00   0.926E+04    884.       5.00   0.00   0.00   0.00
 ------------------------------------------------------------------
 ilc        D    VloadR       HloadR      ?L     L      L      L   
  icgeom   [m]    [kN]         [kN]       [m]    Vmax   Hmax   H0  
 ------------------------------------------------------------------
clen_theoretical_sub: END --- >



caisson_vhm: nlines_warnings :    8
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; SU_BOT, SIGV=45.00, 9.99 kPa; PSI=SU/SIGV=4.50 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 1; BDEN=10.00 kN/m^3 is inconsistent with SU_TOP=20.00 kPa.
WARNING: gmdata. soil layer # 1; BDEN=10.00 kN/m^3 is inconsistent with SU_BOT=45.00 kPa.
WARNING: gmdata. soil layer # 2; SU_TOP, SIGV=45.00, 9.99 kPa; PSI=SU/SIGV=4.50 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING: gmdata. soil layer # 5; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING: gmdata. soil layer # 5; BDEN=7.80 kN/m^3 is inconsistent with SU_BOT=100.00 kPa.
WARNING: gmdata. soil layer # 6; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
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



 -----------------------------------------------
 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   3.00  10.63   3.54      9254.2     24124.4      7869.4       227.7        68.6
    1  2   4.00   4.67   1.17      9283.5     10450.6      4512.5       223.0        60.5
    1  3   5.00   1.98   0.40     10148.9      4228.8      3976.0       234.6        43.5
    1  4   6.00   0.49   0.08     10599.8      1383.3      1372.9       264.4        26.2
    1  5   7.00   0.78   0.11     15877.9      2537.4      2569.0       441.0        29.8
    1  6   8.00   0.88   0.11     21358.2      3475.3      3500.3       656.7        31.0
    1  7   8.50   0.91   0.11     24309.6      3934.2      3944.6       783.6        31.4
    1  8   9.00   0.92   0.10     27364.7      4342.7      4326.1       922.4        31.5
 --------------------------------------------------------------------------------------
  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   3.00  10.63   3.54      27   0.188E-01   ! LC1
    1  2   4.00   4.67   1.17      17  -0.112E-02   ! LC1
    1  3   5.00   1.98   0.40      14  -0.178E-04   ! LC1
    1  4   6.00   0.49   0.08       9  -0.357E-03   ! LC1
    1  5   7.00   0.78   0.11      19  -0.227E-02   ! LC1
    1  6   8.00   0.88   0.11      50   0.275E-03   ! LC1
    1  7   8.50   0.91   0.11      49   0.669E-03   ! LC1
    1  8   9.00   0.92   0.10      49  -0.171E-05   ! LC1
 ------------------------------------------------
 ilc        D      L     L/D   ( iter   f_VHM   )
  icgeom   [m]    [m]    [-]   (  [-]    [-]    )
 ------------------------------------------------

WARNING. solve_MODE10_sub: ilc icgeom=  1  1;
 POOR SOLUTION; ITERS=   27 [>= 5000 or = 0] and/or |fVHM|=   0.188E-01 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  2;
 POOR SOLUTION; ITERS=   17 [>= 5000 or = 0] and/or |fVHM|=   0.112E-02 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  3;
 short caisson; Lopt,D=   5.00   1.98 L/D=   0.40 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  4;
 short caisson; Lopt,D=   6.00   0.49 L/D=   0.08 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  5;
 POOR SOLUTION; ITERS=   19 [>= 5000 or = 0] and/or |fVHM|=   0.227E-02 [> 0.001]
WARNING. solve_MODE10_sub: ilc icgeom=  1  5;
 short caisson; Lopt,D=   7.00   0.78 L/D=   0.11 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  6;
 short caisson; Lopt,D=   8.00   0.88 L/D=   0.11 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  7;
 short caisson; Lopt,D=   8.50   0.91 L/D=   0.11 [-] (< 0.5)
WARNING. solve_MODE10_sub: ilc icgeom=  1  8;
 short caisson; Lopt,D=   9.00   0.92 L/D=   0.10 [-] (< 0.5)
solve_MODE10_sub: END --- >


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