p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
------------------------------------ at 04:06:33 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_CPT002UB_ENSCO
out_sp_pen_sub: GSS
3.60 3.70 0.500 0.600 0.100 GSS
3.70 5.90 0.600 2.80 2.20 PTS>GSC
5.90 9.90 2.80 6.80 4.00 GSC
9.90 13.6 6.80 10.5 3.70 SQC
13.6 13.8 10.5 10.7 0.200 PTC>PTS>SQC
13.8 13.9 10.7 10.8 0.100 SQC
13.9 14.6 10.8 11.5 0.700 PTC>PTS>SQC
14.6 14.7 11.5 11.6 0.100 SQC
14.7 15.2 11.6 12.1 0.500 PTC>PTS>SQC
15.2 15.3 12.1 12.2 0.100 SQC
15.3 15.7 12.2 12.6 0.400 PTC>PTS>SQC
15.7 15.8 12.6 12.7 0.100 SQC
15.8 16.0 12.7 12.9 0.200 PTC>PTS>SQC
16.0 16.1 12.9 13.0 0.100 SQC
16.1 16.4 13.0 13.3 0.300 PTC>PTS>SQC
16.4 16.5 13.3 13.4 0.100 SQC
16.5 16.6 13.4 13.5 0.100 PTC>PTS>SQC
16.6 16.7 13.5 13.6 0.100 SQC
16.7 16.8 13.6 13.7 0.100 PTC>PTS>SQC
16.8 17.3 13.7 14.2 0.500 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
17.3 17.4 14.2 14.3 0.100 PTC>PTS>SQC
17.4 17.6 14.3 14.5 0.200 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
17.6 17.7 14.5 14.6 0.100 SQC
17.7 17.8 14.6 14.7 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
17.8 17.9 14.7 14.8 0.100 PTC>PTS>SQC
17.9 18.1 14.8 15.0 0.200 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
18.1 18.2 15.0 15.1 0.100 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 PTC>PTS>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 SQC
18.7 18.8 15.6 15.7 0.100 PTC>PTS>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 SQC
19.3 19.4 16.2 16.3 0.100 PTC>PTS>SQC
19.4 19.5 16.3 16.4 0.100 PTC>PTS>PTC>PTS>SQC
19.5 19.6 16.4 16.5 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTS>SQC
19.6 19.7 16.5 16.6 0.100 PTC>PTS>PTC>PTS>PTC>PTS>GSS
19.7 20.1 16.6 17.0 0.400 PTS>PTC>PTS>PTC>PTS>GSS
20.1 20.3 17.0 17.2 0.200 PTC>PTS>PTC>PTS>GSS
20.3 20.6 17.2 17.5 0.300 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: 17
WARNING. gmdata: soil layer # 1; SU_BOT, SIGV=0.92 kPa; PSI=SU/SIGV=6.19 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=14.72 kPa; PSI=SU/SIGV=4.34 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=6.45 kN/m^3 is inconsistent with SU_TOP=64.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.45 kN/m^3 is inconsistent with SU_BOT=77.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=74.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=81.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=8.50 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=130.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=8.00 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 8; BDEN=8.00 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 10; BDEN=7.50 kN/m^3 is inconsistent with SU_TOP=87.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=7.50 kN/m^3 is inconsistent with SU_BOT=94.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=8.20 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 11; BDEN=8.20 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].
z_tip_penetration [m]: 3.43
out_sp_pen_sub: END --- >
input file: "JOB.I01"
output file: "JOB.O01 .O01"
iso_19905_1: normal program end
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