
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 05:13:19 on 26-APR-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: "HUADONGGUANGFU_CASSION_MODE23_RUN1.PDF"
       : program name    : "CAISSON_VHM"

 pidata: rtitle          : "BASE CASE 1 RUN 1 NCGEOM=1 (D=9.5), NLC=1 (BEST SU)"
       : ptitle          : "ISCOPE_VHM=23 FWT MOORING 3X2 PSI_TWIST_DEG=7.5"
       : projno          : "NOED/2024/05/26"
       : locatn          : "HUADONGGUANGFU"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    4
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00        6.20        0.00        11.0    
    2.10        9.40        8.78        14.5    
    3.00        8.20        32.0        48.0    
    10.5        8.20        48.0        64.0    
    19.7    
 m_fac
    1.00    
 gmdata: END --- >


 psdata: < --- BEGIN
 psdata: vhm_model
 KAY+PALIX_2011
 MODE_VHM
   23
 psdata: END --- >


 cfdata: < --- BEGIN
 ncgeom
    1
 cgeom
 CIRCULAR
 nfhxp  wt_D_side  wt_D_top
  0   0.263E-02   0.263E-02
 iro_lug  r_lug_user
  1    0.00    
 D  L  zlug
   9.50   4.50   3.15
 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    2   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
    3    1.00        1.02        0.00        385.    
 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
   0.700    
 dw  chnomd
   0.850       0.700E-01
 ewb  ews  m_fac_ch
    2.50        11.3        1.00    
 ds   koutne
   0.420        1
 chndat: END --- >


 ldata__anchor: < --- BEGIN
 nlc   nlfac_T
  1  1
 ldata__anchor: T_z0  theta_z0  l_facT ***
   0.130E+04    8.00        1.00       ! pull1 pretension
 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: no theoretical caisson L values for FACTORED VMH load;
clen_theoretical_sub: can't find L without VHload (MODE_VHM = 16, 17, 22 and 23).
clen_theoretical_sub: END --- >



caisson_vhm: nlines_warnings :   10
caisson_vhm: nlines_errors   :    4

WARNING: gmdata. soil layer # 2; BDEN=9.40 kN/m^3 is inconsistent with SU_TOP=8.78 kPa.
WARNING: gmdata. soil layer # 2; BDEN=9.40 kN/m^3 is inconsistent with SU_BOT=14.49 kPa.
WARNING. chndat: chain element length DS > 2 * CHNOMD.
WARNING. chndat: ?decrease DS value.
WARNING. mcdata: lots of caisson resistance envelopes for same L,D;
WARNING. mcdata: tip for today: -ve IOUTE gives only 1 envelope (first caisson geometry and loadcase).
WARNING. mcdata: [? IOUTE = -2 (or -23 or -3)].
WARNING. mcdata: lots of caisson resistance envelopes for same L,D,zlug;
WARNING. mcdata: tip for today: -ve IOUTE gives only 1 envelope (first caisson geometry and loadcase).
WARNING. mcdata: [? IOUTE = -2 (or -23 or -3)].

ERROR. gmdata:  SOIL_MAT layer # 1; SU_TOP <= 0 kPa.
ERROR. cfdata: caisson geometry # 1; L=4.50 D=9.50 L/D=0.47;
ERROR. cfdata: caisson geometry # 1; caisson embedment ratio, L/D < 0.5.
ERROR. cfdata: caisson geometry # 1; caisson embedded length, L, is fixed, not variable, for MODE_VHM=23.

caisson_vhm: fatal error(s). STOP.
