
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 07:37:02 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=3 (D FROM 5.5 TO 5.5M)"
       : ptitle          : "VERIFY MODE10"
       : projno          : "SKA/MAN/003"
       : locatn          : "CAISSON_VHM"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    3
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        6.00        11.4        53.9    
    14.0        6.00        53.9        121.    
    36.0        6.00        121.        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
    3
 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
   5.50  10.50
   5.50  11.00
   5.50  11.50
 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   5.50   0.310E+04   0.120E+04  10.50   1.29   1.60   1.62
    1  2   5.50   0.310E+04   0.120E+04  11.00   1.29   1.60   1.62
    1  3   5.50   0.310E+04   0.120E+04  11.50   1.29   1.60   1.62
 ------------------------------------------------------------------
 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   :    2

WARNING: gmdata. soil layer # 1; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=53.85 kPa.
WARNING: gmdata. soil layer # 2; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=53.85 kPa.
WARNING: gmdata. soil layer # 2; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=120.55 kPa.
WARNING: gmdata. soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=120.55 kPa.
test_v_asc: elements    1 and    2 not in ascending order.
WARNING. cfdata: caisson diameters D not in ASCending order

test_v_asc: elements    3 and    4 not in ascending order.
ERROR. gmdata: SOIL_MAT layer depths Z must be in ascending order.

caisson_vhm: fatal error(s). STOP.
