p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
------------------------------------ at 12:12:34 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_HAKURYU-10

out_sp_pen_sub: GSC
6.30 11.0 4.45 9.15 4.70 GSC
11.0 13.5 9.15 11.7 2.50 SQC
13.5 13.6 11.7 11.8 0.100 PTC>PTS>SQC
13.6 13.7 11.8 11.9 0.100 SQC
13.7 14.0 11.9 12.2 0.300 PTC>PTS>SQC
14.0 14.1 12.2 12.3 0.100 SQC
14.1 14.4 12.3 12.6 0.300 PTC>PTS>SQC
14.4 14.5 12.6 12.7 0.100 SQC
14.5 14.7 12.7 12.9 0.200 PTC>PTS>SQC
14.7 14.8 12.9 13.0 0.100 SQC
14.8 15.0 13.0 13.2 0.200 PTC>PTS>SQC
15.0 15.1 13.2 13.3 0.100 SQC
15.1 15.3 13.3 13.5 0.200 PTC>PTS>SQC
15.3 15.4 13.5 13.6 0.100 SQC
15.4 15.5 13.6 13.7 0.100 PTC>PTS>SQC
15.5 16.2 13.7 14.3 0.700 PTC>PTS>PTC>PTS>PTC>PTS>PTS>GSC
16.2 16.7 14.3 14.8 0.500 PTS>PTC>PTS>PTC>PTS>PTS>GSC
16.7 17.3 14.8 15.5 0.600 PTC>PTS>PTC>PTS>PTS>GSC
17.3 17.8 15.5 16.0 0.500 PTS>PTC>PTS>PTS>GSC
17.8 18.3 16.0 16.4 0.500 PTC>PTS>PTS>GSC
18.3 19.1 16.4 17.2 0.800 PTS>PTS>GSC
19.1 20.6 17.2 18.8 1.50 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: 15

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].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=160 degrees is outside typical range [110 - 150].

z_tip_penetration [m]: 2.36
out_sp_pen_sub: END --- >

input file: "JOB.I01"
output file: "JOB.O01 .O01"
iso_19905_1: normal program end