
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 05:19:58 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].

MODE10 TEMPLATE INPUT                   

caisson_vhm: nlines_warnings :    8
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].
WARNING. mcdata: caisson resistance envelope output pointer IOUTE /= 0;
WARNING. mcdata: usually no envelope data needed for Lopt mode [? IOUTE = 0 for MODE_VHM = 10],
  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.
