
 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].

BASE CASE 4 RUN 1 NCGEOM=3 (D=3,3.5 AND 4M), NLC=3

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.
