
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 01:39:05 on 03-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].

RUN 2A: AS RUN 2 BUT NCGEOM=12 (D FROM 4 TO 8.5M)

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].
  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.
