p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 11:58:20 on 26-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].
Q23-AS-PWDR(DC05_SS_N)_SOFF_CPT_003UB_DUKHAN
out_sp_pen_sub: GSC
7.50 11.0 4.40 7.90 3.50 GSC
11.0 11.7 7.90 8.60 0.700 SQC
11.7 12.2 8.60 9.10 0.500 GSC
12.2 14.9 9.10 11.8 2.70 SQC
14.9 15.3 11.8 12.2 0.400 PTC>PTS>SQC
15.3 15.4 12.2 12.3 0.100 SQC
15.4 15.7 12.3 12.6 0.300 PTC>PTS>SQC
15.7 15.8 12.6 12.7 0.100 SQC
15.8 16.1 12.7 13.0 0.300 PTC>PTS>SQC
16.1 16.2 13.0 13.1 0.100 SQC
16.2 16.3 13.1 13.2 0.100 PTC>PTS>SQC
16.3 16.4 13.2 13.3 0.100 SQC
16.4 16.6 13.3 13.5 0.200 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 16.9 13.7 13.8 0.100 SQC
16.9 17.0 13.8 13.9 0.100 PTC>PTS>SQC
17.0 17.5 13.9 14.4 0.500 PTC>PTS>PTC>PTS>PTC>PTS>PTS>GSC
17.5 18.0 14.4 14.9 0.500 PTS>PTC>PTS>PTC>PTS>PTS>GSC
18.0 18.5 14.9 15.4 0.500 PTC>PTS>PTC>PTS>PTS>GSC
18.5 19.0 15.4 15.9 0.500 PTS>PTC>PTS>PTS>GSC
19.0 19.5 15.9 16.4 0.500 PTC>PTS>PTS>GSC
19.5 20.3 16.4 17.2 0.800 PTS>PTS>GSC
20.3 20.6 17.2 17.5 0.300 PTS>GSC
——————————————————————-
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: 14
WARNING. gmdata: soil layer # 1;buoyant unit weight BDEN=1.90 is outside typical CLAY range [2 – 13].
WARNING. gmdata: soil layer # 2; BDEN=6.42 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=6.42 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.85 kN/m^3 is inconsistent with SU_TOP=69.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.85 kN/m^3 is inconsistent with SU_BOT=81.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=11.00 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 4; BDEN=11.00 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 5; BDEN=6.85 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.70 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=9.70 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 8; BDEN=9.80 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 8; BDEN=9.80 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=96.00 kPa.
WARNING. spfdat: spudcan volume V_SPUDCAN=822 m^3 is outside typical range [30 – 500].
z_tip_penetration [m]: 3.56
out_sp_pen_sub: END — >
input file: “JOB.I01”
output file: “JOB.O01 .O01”
iso_19905_1: normal program end
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