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Spudpen Files: Overview

1. Report: Project Identification Data
Report Name:	1
Project
Client:
2. Ground Model Data
3. Spudcan Foundation Geometry Data
4. Spudcan Interaction Data: Analysis / Methods
5. Spudcan Restistance Data
6. Output File Control Data
7. Output
Terminal output	p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11 ------------------------------------ at 08:33:55 on 11-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]. DC28_SON_CPT001UB_HAKURYU12 out_sp_pen_sub: SQC 3.50 3.60 3.60 3.70 3.70 7.80 7.80 8.70 8.70 9.40 9.40 12.7 12.7 15.5 15.5 15.7 15.7 15.9 15.9 16.0 16.0 17.1 17.1 17.2 17.2 17.9 17.9 18.4 18.4 18.5 18.5 18.6 18.6 18.7 18.7 18.8 18.8 18.9 18.9 19.4 19.4 19.5 19.5 20.1 20.1 20.2 20.2 20.5 20.5 20.6 20.6 21.2 21.2 21.3 21.3 21.4 21.4 21.5 21.5 21.7 21.7 21.8 21.8 21.9 21.9 22.0 22.0 22.2 22.2 22.3 22.3 22.4 22.4 22.5 22.5 22.7 22.7 22.8 22.8 22.9 22.9 23.1 23.1 23.2 23.2 23.5 23.5 23.9 23.9 24.5 24.5 26.9 26.9 27.5 27.5 28.4 28.4 28.9 28.9 29.5 29.5 30.1 30.1 30.7 ------------------------- from to z_tip z_tip D [m] [m] [m] ------------------------- 1.65 1.75 0.100 GSS 1.75 1.85 0.100 PTS>SQC 1.85 5.95 4.10 PTS>PTC>PTS>GSC 5.95 6.85 0.900 PTC>PTS>GSC 6.85 7.55 0.700 PTS>GSC 7.55 10.9 3.30 GSC 10.9 13.7 2.80 SQC 13.7 13.9 0.200 PTC>SQC 13.9 14.1 0.200 GSC 14.1 14.2 0.100 PTC>SQC 14.2 15.3 1.10 GSC 15.3 15.3 0.100 PTC>SQC 15.3 16.1 0.700 SQC 16.1 16.6 0.500 PTC>PTS>SQC 16.6 16.6 0.100 SQC 16.6 16.8 0.100 PTC>PTS>SQC 16.8 16.8 0.100 PTC>PTS>PTC>PTS>SQC 16.8 16.9 0.100 PTC>PTS>SQC 16.9 17.1 0.100 PTC>PTS>PTC>PTS>SQC 17.1 17.6 0.500 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 17.6 17.6 0.100 PTC>PTS>PTC>PTS>SQC 17.6 18.2 0.600 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 18.2 18.4 0.100 PTC>PTS>SQC 18.4 18.6 0.300 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 18.6 18.8 0.100 PTC>PTS>PTC>PTS>SQC 18.8 19.4 0.600 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 19.4 19.4 0.100 PTC>PTS>PTC>PTS>SQC 19.4 19.6 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 19.6 19.6 0.100 PTC>PTS>SQC 19.6 19.9 0.200 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 19.9 19.9 0.100 SQC 19.9 20.1 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 20.1 20.1 0.100 PTC>PTS>PTC>PTS>SQC 20.1 20.4 0.200 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 20.4 20.4 0.100 PTC>PTS>SQC 20.4 20.6 0.100 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 20.6 20.6 0.100 PTC>PTS>PTC>PTS>SQC 20.6 20.9 0.200 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 20.9 20.9 0.100 PTC>PTS>SQC 20.9 21.1 0.100 PTC>PTS>PTC>PTS>SQC 21.1 21.2 0.200 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>SQC 21.2 21.4 0.100 PTC>PTS>PTC>PTS>PTC>PTS>SQC 21.4 21.6 0.300 PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>GSC 21.6 22.1 0.400 PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>GSC 22.1 22.6 0.600 PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>GSC 22.6 25.1 2.40 PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>GSC 25.1 25.6 0.600 PTC>PTS>PTC>PTC>PTS>PTC>PTS>GSC 25.6 26.6 0.900 PTS>PTC>PTC>PTS>PTC>PTS>GSC 26.6 27.1 0.500 PTC>PTC>PTS>PTC>PTS>GSC 27.1 27.6 0.600 PTC>PTS>PTC>PTS>GSC 27.6 28.2 0.600 PTS>PTC>PTS>GSC 28.2 28.9 0.600 PTC>PTS>GSC ------------------------------------------ from to thickness D T Qv_fmode [m] [m] [-] ------------------------------------------ iso_19905_1: nlines_errors : 0 iso_19905_1: nlines_warnings: 14 WARNING. gmdata: soil layer # 2; BDEN=6.50 kN/m^3 is inconsistent with PHI=27.50 degrees. WARNING. gmdata: soil layer # 2; BDEN=6.50 kN/m^3 is inconsistent with PHI=27.50 degrees. WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=70.00 kPa. WARNING. gmdata: soil layer # 5; BDEN=6.81 kN/m^3 is inconsistent with SU_TOP=71.00 kPa. WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=67.00 kPa. WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_BOT=70.00 kPa. WARNING. gmdata: soil layer # 9; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=117.00 kPa. WARNING. gmdata: soil layer # 11; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=110.00 kPa. WARNING. gmdata: soil layer # 14; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=100.00 kPa. WARNING. gmdata: soil layer # 16; BDEN=7.35 kN/m^3 is inconsistent with SU_TOP=112.00 kPa. WARNING. gmdata: soil layer # 18; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=125.00 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=162 degrees is outside typical range [110 - 150]. WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model]. z_tip_penetration [m]: 2.26 out_sp_pen_sub: END --- > input file: "JOB.I01" output file: "JOB.O01 .O01" iso_19905_1: normal program end