p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
------------------------------------ at 14:50:26 on 11-DEC-2023
jackup leg penetration assessment during preload according to ISO 19905-1 (2016)
(c) S.Kay Consultant, Leiderdorp, The Netherlands.
Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001]
and the ISO_19905_1 FAQ File [ref SKA/FAQ/001].

VERIFY RS_PT. RUN 1A: AS RUN 1 BUT SU = 0/100 KPA (WAS 50/50)

out_sp_pen_sub: GSC
5.00 16.1 5.00 16.1 11.1 GSC
16.1 20.0 16.1 20.0 3.90 SQC
20.0 21.0 20.0 21.0 1.00 GSS
-------------------------------------------------------------------
from to from to thickness
z_tip z_tip D D T Qv_fmode
[m] [m] [m] [m] [m] [-]
-------------------------------------------------------------------

iso_19905_1: nlines_errors : 0
iso_19905_1: nlines_warnings: 6

WARNING. gmdata: soil layer # 1; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=100.00 kPa.
WARNING. gmdata: soil layer # 2; SU_BOT, SIGV=120.00 kPa; PSI=SU/SIGV=0.08 is outside typical range [0.15 - 4].
WARNING. spfdat: NUMSP_BH = 1 [flat-bottomed spudcan].
WARNING. ssidat: spudcan-soil adhesion factor SP_ALPHA=0.00 is outside typical range [0.4 - 0.8].
WARNING. s__out: lots of output: IOUTD > 2 & NTIPD_VERIFY > 10;
WARNING. s__out: #tip depths for verification, NTIPD_VERIFY=21

z_tip_penetration [m]: 19.7
out_sp_pen_sub: END --- >

input file: "JOB.I01"
output file: "VERIFY_RS_PT.O1A"
iso_19905_1: normal program end