
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 05:51:26 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 3 TO 9M)"
       : 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        75.0    
    1.00        9.00        75.0        75.0    
    2.00        8.40        100.        100.    
    3.00        7.80        65.0        65.0    
    11.6        7.80        45.0        45.0    
    22.3        6.00        45.0        45.0    
    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  17.40   0.66   0.64
    1  2   4.00   0.926E+04    884.      13.00   5.32   0.43   0.43
    1  3   5.00   0.926E+04    884.      11.00   0.28   0.26   0.29
    1  4   6.00   0.926E+04    884.      10.00   0.00   0.14   0.19
    1  5   7.00   0.926E+04    884.       7.80   0.00   0.05   0.10
    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 :    6
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1; SU_BOT, SIGV=75.00, 9.99 kPa; PSI=SU/SIGV=7.50 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 # 2; SU_TOP, SIGV=75.00, 9.99 kPa; PSI=SU/SIGV=7.50 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 3; SU_TOP, SIGV=100.00, 18.99 kPa; PSI=SU/SIGV=5.26 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING: gmdata. soil layer # 6; SU_BOT, SIGV=45.00, 343.95 kPa; PSI=SU/SIGV=0.13 is outside typical range [0.15 - 4].
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

f_VHM_fun: eta_phiMH , phiMH       [-],[deg]:   1.00*******
f_VHM_fun: phiMH_new=eta_phiMH*phiMH   [deg]:*******
f_VHM_fun: |phiMH_new| > 90 deg
caisson_vhm: fatal error(s). STOP.
