p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
------------------------------------ at 04:04:16 on 19-JUN-2024
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].
DC02_SOFF_CPT002LB_ENSCO
out_sp_pen_sub: GSS
3.60 4.70 0.500 1.60 1.10 GSS
4.70 5.90 1.60 2.80 1.20 PTS>GSC
5.90 9.80 2.80 6.70 3.90 GSC
9.80 13.7 6.70 10.6 3.90 SQC
13.7 14.1 10.6 11.0 0.400 PTC>PTS>SQC
14.1 14.2 11.0 11.1 0.100 SQC
14.2 15.0 11.1 11.9 0.800 PTC>PTS>SQC
15.0 15.1 11.9 12.0 0.100 SQC
15.1 15.6 12.0 12.5 0.500 PTC>PTS>SQC
15.6 15.7 12.5 12.6 0.100 SQC
15.7 16.1 12.6 13.0 0.400 PTC>PTS>SQC
16.1 16.2 13.0 13.1 0.100 SQC
16.2 16.4 13.1 13.3 0.200 PTC>PTS>SQC
16.4 16.5 13.3 13.4 0.100 SQC
16.5 16.7 13.4 13.6 0.200 PTC>PTS>SQC
16.7 16.8 13.6 13.7 0.100 SQC
16.8 16.9 13.7 13.8 0.100 PTC>PTS>SQC
16.9 17.4 13.8 14.3 0.500 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
17.4 17.5 14.3 14.4 0.100 SQC
17.5 17.6 14.4 14.5 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
17.6 17.7 14.5 14.6 0.100 PTC>PTS>SQC
17.7 18.1 14.6 15.0 0.400 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
18.1 18.2 15.0 15.1 0.100 PTC>PTS>SQC
18.2 18.3 15.1 15.2 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
18.3 18.4 15.2 15.3 0.100 SQC
18.4 18.6 15.3 15.5 0.200 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
18.6 18.7 15.5 15.6 0.100 PTC>PTS>SQC
18.7 18.8 15.6 15.7 0.100 SQC
18.8 18.9 15.7 15.8 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
18.9 19.1 15.8 16.0 0.200 PTC>PTS>PTC>PTS>SQC
19.1 19.2 16.0 16.1 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
19.2 19.3 16.1 16.2 0.100 PTC>PTS>SQC
19.3 19.4 16.2 16.3 0.100 PTC>PTS>PTC>PTS>SQC
19.4 19.5 16.3 16.4 0.100 SQC
19.5 19.6 16.4 16.5 0.100 PTC>PTS>PTC>PTS>PTC>PTS>GSS
19.6 20.0 16.5 16.9 0.400 PTS>PTC>PTS>PTC>PTS>GSS
20.0 20.2 16.9 17.1 0.200 PTC>PTS>PTC>PTS>GSS
20.2 20.6 17.1 17.5 0.400 PTS>PTC>PTS>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: 7
WARNING. gmdata: soil layer # 7; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=8.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 9; PHI 10 in top 1.5B [?simplify ground model].
z_tip_penetration [m]: 10.4
out_sp_pen_sub: END --- >
input file: "JOB.I01"
output file: "JOB.O01 .O01"
iso_19905_1: normal program end
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