
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 08:43:35 on 28-FEB-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: "LEV_MODE20_BC4.O06.PDF"
       : program name    : "CAISSON_VHM   M"

 pidata: rtitle          : "BASE CASE 4 RUN 1 NCGEOM=3 (D=3,3.5 AND 4M), NLC=3"
       : ptitle          : "NEW SET LOAD TVR 28-02-2024"
       : projno          : "0-1960-P/JKEN/004"
       : locatn          : "ETMS - LEVIATHAN"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    6
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        3.00        1.70        2.90    
    1.00        3.50        4.30        5.70    
    2.00        4.40        5.70        11.0    
    4.00        6.10        11.0        32.9    
    22.0        8.50        42.9        51.6    
    24.9        8.50        51.6        53.6    
    25.0    
 m_fac
    1.00    
 gmdata: END --- >


 psdata: < --- BEGIN
 psdata: vhm_model
 KAY+PALIX_2011
 MODE_VHM
   20
 psdata: END --- >


 cfdata: < --- BEGIN
 ncgeom
    5
 cgeom
 CIRCULAR
 nfhxp  wt_D_side  wt_D_top
  0   0.500E-02   0.100E-01
 iro_lug  r_lug_user
  1    0.00    
 D  (guess)L  (guess)zlug
   4.00  20.00  15.00
   4.50  15.00  10.00
   5.00  10.00   7.00
   5.00  11.00   7.50
   5.00  12.00   7.50
 cfdata: END --- >


 ssidat: < --- BEGIN
 alpha_Fo  alpha_Fi  eta_Fo
   0.60   0.65   1.00
 eta_reb  alpha_d_su  iplug_vmode  vmax_user
   0.80   0.50    3   0.00
 eta_amh  eta_bmh  eta_phimh
   1.00   1.00   1.00
 ssidat: END --- >


 chndat: < --- BEGIN
 iscope_Bw  l_fac_Bw  eta_Vst_wall  delta_Bw_user  Bw_caisson_user
    2    1.00        1.02        40.0       0.100E+04
 dtheta_lug_deg  psi_twist_deg
    0.00        0.00    
 iscope_ach  iscope_Tlug_Tz0
    1    0
  chndat: ch_model
DEGENKAMP+DUTTA_1989
  ch_type
LINK
 alpha_ch
    1.00    
 dw  chnomd
    1.12       0.810E-01
 ewb  ews  m_fac_ch
    2.50        8.00        1.00    
 ds   koutne
   0.100        0
 chndat: END --- >


 ldata__anchor: < --- BEGIN
 nlc   nlfac_T
  5  1
 ldata__anchor: T_z0  theta_z0  l_facT ***
   0.475E+04    38.0        2.00       ! LC1 all lines intact
   0.475E+04    42.0        2.00       ! LC2 one line damaged
   0.600E+04    33.0        1.50       ! lc3
   0.600E+04    42.0        1.25       ! lc4
   0.750E+04    35.0        1.00       ! LC5 transient
 ldata__anchor: END --- >


 mcdata: < --- BEGIN
 ioutd  ioute
    0    2
 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   0.585E+04   0.749E+04  20.00  20.60  12.95  26.13
    1  2   4.50   0.585E+04   0.749E+04  15.00  19.23  12.28  24.77
    1  3   5.00   0.585E+04   0.749E+04  10.00  18.08  11.73  23.74
    1  4   5.00   0.585E+04   0.749E+04  11.00  18.08  11.73  23.74
    1  5   5.00   0.585E+04   0.749E+04  12.00  18.08  11.73  23.74

    2  1   4.00   0.636E+04   0.706E+04  20.00  21.62  12.53  25.35
    2  2   4.50   0.636E+04   0.706E+04  15.00  20.19  11.90  24.07
    2  3   5.00   0.636E+04   0.706E+04  10.00  18.98  11.36  23.06
    2  4   5.00   0.636E+04   0.706E+04  11.00  18.98  11.36  23.06
    2  5   5.00   0.636E+04   0.706E+04  12.00  18.98  11.36  23.06

    3  1   4.00   0.490E+04   0.755E+04  20.00  18.58  13.01  26.24
    3  2   4.50   0.490E+04   0.755E+04  15.00  17.33  12.34  24.87
    3  3   5.00   0.490E+04   0.755E+04  10.00  16.29  11.78  23.84
    3  4   5.00   0.490E+04   0.755E+04  11.00  16.29  11.78  23.84
    3  5   5.00   0.490E+04   0.755E+04  12.00  16.29  11.78  23.84

    4  1   4.00   0.502E+04   0.557E+04  20.00  18.84  11.02  22.44
    4  2   4.50   0.502E+04   0.557E+04  15.00  17.58  10.46  21.32
    4  3   5.00   0.502E+04   0.557E+04  10.00  16.52   9.97  20.36
    4  4   5.00   0.502E+04   0.557E+04  11.00  16.52   9.97  20.36
    4  5   5.00   0.502E+04   0.557E+04  12.00  16.52   9.97  20.36

    5  1   4.00   0.430E+04   0.614E+04  20.00  17.20  11.61  23.58
    5  2   4.50   0.430E+04   0.614E+04  15.00  16.04  11.03  22.43
    5  3   5.00   0.430E+04   0.614E+04  10.00  15.07  10.52  21.45
    5  4   5.00   0.430E+04   0.614E+04  11.00  15.07  10.52  21.45
    5  5   5.00   0.430E+04   0.614E+04  12.00  15.07  10.52  21.45
 ------------------------------------------------------------------
 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   :    1

WARNING. chndat: caisson geometry#   5; L,D                        12.00   5.00 m;
WARNING. chndat: caisson buoyant weight (excl. appurtenances),  BW        387.8 kN;
WARNING. chndat: user-supplied EXTRA buoyant weight, DELTA_BW_USER         40.0 kN;
WARNING. chndat: heavy appurtenances, DELTA_BW_USER > 10% of BW !
test_v_asc: elements    1 and    2 not in ascending order.
WARNING. ldata__anchor:  (chain profile) seafloor loads T_Z0 normally INCREASE with load case.

ERROR. pidata: CPROG = "CAISSON_VHM   M". CPROG must be "CAISSON_VHM"

caisson_vhm: fatal error(s). STOP.
