
 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].

RUN 2A: AS RUN 2 BUT NCGEOM=3 (D FROM 5.5 TO 5.5M)

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.
