
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 07:54:25 on 23-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 3 TO 9M)

caisson_vhm: nlines_warnings :    6
caisson_vhm: nlines_errors   :    3

WARNING: gmdata. soil layer # 16; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=55.80 kPa.
WARNING. cfdata: caisson geometry # 1; L=17.00 D=2.50 L/D=6.80;
WARNING. cfdata: caisson geometry # 1; caisson embedment ratio, L/D > 6.
WARNING. cfdata: caisson geometry # 10; L=4.50 D=9.50 L/D=0.47;
WARNING. cfdata: caisson geometry # 10; caisson embedment ratio, L/D < 0.5.
WARNING. ldata_support: NLFAC_LC > 1 not fully verified.

readn1X_8: error @READ.
ERROR. ldata_support: reading cards 6.3 LOAD_MAT [V, H, M, (lfac)].
ERROR. ldata_support: ?check card 6.1 number of different load cases, NLC.

caisson_vhm: fatal error(s). STOP.
