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Spudpen Files: Overview

1. Report: Project Identification Data
Report Name:	DC05_SSS_SOFF_CPT001BE_Dukhan
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 12:17:30 on 25-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]. DC05_SSS_SOFF_CPT001BE_DUKHAN out_sp_pen_sub: GSC 6.80 8.40 3.70 5.30 1.60 GSC 8.40 12.4 5.30 9.30 4.00 SQC 12.4 12.8 9.30 9.70 0.400 PTC>PTS>SQC 12.8 12.9 9.70 9.80 0.100 SQC 12.9 13.2 9.80 10.1 0.300 PTC>PTS>SQC 13.2 14.0 10.1 10.9 0.800 PTC>PTS>PTC>PTS>SQC 14.0 14.1 10.9 11.0 0.100 PTC>PTS>SQC 14.1 14.3 11.0 11.2 0.200 PTC>PTS>PTC>PTS>SQC 14.3 14.4 11.2 11.3 0.100 SQC 14.4 14.7 11.3 11.6 0.300 PTC>PTS>PTC>PTS>SQC 14.7 14.8 11.6 11.7 0.100 PTC>PTS>SQC 14.8 15.2 11.7 12.1 0.400 PTC>PTS>PTC>PTS>SQC 15.2 15.3 12.1 12.2 0.100 PTC>PTS>SQC 15.3 15.4 12.2 12.3 0.100 PTC>PTS>PTC>PTS>SQC 15.4 15.8 12.3 12.7 0.400 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 15.8 16.4 12.7 13.3 0.600 PTS>PTC>PTS>PTC>PTC>PTS>GSC 16.4 17.0 13.3 13.9 0.600 PTC>PTS>PTC>PTC>PTS>GSC 17.0 17.6 13.9 14.5 0.600 PTS>PTC>PTC>PTS>GSC 17.6 18.3 14.5 15.2 0.700 PTC>PTC>PTS>GSC 18.3 18.6 15.2 15.5 0.300 PTC>PTS>GSC 18.6 20.7 15.5 17.6 2.10 PTS>GSC 20.7 24.9 17.6 21.8 4.20 GSC 24.9 29.7 21.8 26.6 4.80 SQC 29.7 29.9 26.6 26.8 0.200 PTC>GSS 29.9 30.0 26.8 26.9 0.100 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: 11 WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=30.00 degrees. WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=30.00 degrees. WARNING. gmdata: soil layer # 5; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=62.50 kPa. WARNING. gmdata: soil layer # 6; BDEN=8.35 kN/m^3 is inconsistent with PHI=32.50 degrees. WARNING. gmdata: soil layer # 7; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=61.50 kPa. WARNING. gmdata: soil layer # 10; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=69.50 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=74.00 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=84.00 kPa. WARNING. gmdata: soil layer # 12; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=85.00 kPa. WARNING. gmdata: soil layer # 13; PHI 10 in top 1.5B [?simplify ground model]. z_tip_penetration [m]: 7.61 out_sp_pen_sub: END --- > input file: "JOB.I01" output file: "JOB.O01" iso_19905_1: normal program end
Output file contents	p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11 ------------------------------------ at 12:17:30 on 25-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]. pidata: gmdata: spfdat: ssidat: resdat: s__out: ioutd_z_tip_verify: < --- BEGIN < z_tip_verify [m]: 0.700 Qv, GROSS resistances at foundation depth D ------: --------------------------------------------------: < z_tip_verify [m]: 0.700 D [m]: 0.00 B_eq [m]: 3.61 lay_num (D) [-]: 1 is_D_clay [t/f]: T Qv_GSS, ISO 19905-1 Equation A.9.3-8, GSS general shear resistance in SAND [kN]: 1000000. Qv_GSC, ISO 19905-1 Equation A.9.3-7, GSC general shear resistance in CLAY [kN]: 132.5463 Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 161.1286 * Qv_D_clay, GSC or SQC in CLAY [kN]: 161.1286 Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 161.1286 Qv_fmode, failure mode : 'SQC' V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ------: ----------------------------------------- H_CAV, ISO 19905-1 Eq.A.9.3-3, cavity depth [m bsf]: 0.00 V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1, spudcan total volume BENEATH BACKFILL [m^3]: 2.39 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 2.39 W_BF, ISO 19905-1 Eq.A.9.3-2, backfill weight due to backflow, W_BF = gamma [A (D - H_CAV) - (V_SPUD - V_D)] [kN]: 0.1000000E-02 QV_DPT, spudcan NETT resistance at depth D [kN]: 161.1286 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 11.24933 i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA]. W_BF, backfill weight due to backflow [kN]: 0.1000000E-02 > V_L, spudcan GROSS ultimate bearing resistance ie V_L = QV_DPT - W_BF + B_S [kN]: 172.3769 ioutd_z_tip_verify: END --- > ------------------------- output file: "JOB.O01" load spread factor #= ------------------------- z_tip D [m] [m] [m] ------------------------- 0.00 0.00 0.100 0.00 0.516 0.200 0.00 0.300 0.00 0.400 0.00 0.500 0.00 0.600 0.00 0.700 0.00 0.800 0.00 0.900 0.00 1.00 0.00 1.10 0.00 1.20 0.00 1.30 0.00 1.40 0.00 1.50 0.00 1.60 0.00 1.70 0.00 1.80 0.00 1.90 0.00 2.00 0.00 2.10 0.00 2.20 0.00 2.30 0.00 2.40 0.00 2.50 0.00 2.60 0.00 2.70 0.00 2.80 0.00 2.90 0.00 3.00 0.00 3.10 0.00 3.20 0.100 3.30 0.200 3.40 0.300 3.50 0.400 3.60 0.500 3.70 0.600 3.80 0.700 3.90 0.800 4.00 0.900 4.10 1.00 4.20 1.10 4.30 1.20 4.40 1.30 4.50 1.40 4.60 1.50 4.70 1.60 4.80 1.70 4.90 1.80 5.00 1.90 5.10 2.00 5.20 2.10 5.30 2.20 5.40 2.30 5.50 2.40 5.60 2.50 5.70 2.60 5.80 2.70 5.90 2.80 6.00 2.90 6.10 3.00 6.20 3.10 6.30 3.20 6.40 3.30 6.50 3.40 6.60 3.50 6.70 3.60 6.80 3.70 6.90 3.80 7.00 3.90 7.10 4.00 7.20 4.10 7.30 4.20 7.40 4.30 7.50 4.40 7.60 4.50 7.70 4.60 7.80 4.70 7.90 4.80 8.00 4.90 8.10 5.00 8.20 5.10 8.30 5.20 8.40 5.30 8.50 5.40 8.60 5.50 8.70 5.60 8.80 5.70 8.90 5.80 9.00 5.90 9.10 6.00 9.20 6.10 9.30 6.20 9.40 6.30 9.50 6.40 9.60 6.50 9.70 6.60 9.80 6.70 9.90 6.80 10.0 6.90 10.1 7.00 10.2 7.10 10.3 7.20 10.4 7.30 10.5 7.40 10.6 7.50 10.7 7.60 10.8 7.70 10.9 7.80 11.0 7.90 11.1 8.00 11.2 8.10 11.3 8.20 11.4 8.30 11.5 8.40 11.6 8.50 11.7 8.60 11.8 8.70 11.9 8.80 12.0 8.90 12.1 9.00 12.2 9.10 12.3 9.20 12.4 9.30 12.5 9.40 12.6 9.50 12.7 9.60 12.8 9.70 12.9 9.80 13.0 9.90 13.1 10.0 13.2 10.1 13.3 10.2 13.4 10.3 13.5 10.4 13.6 10.5 13.7 10.6 13.8 10.7 13.9 10.8 14.0 10.9 14.1 11.0 14.2 11.1 14.3 11.2 14.4 11.3 14.5 11.4 14.6 11.5 14.7 11.6 14.8 11.7 14.9 11.8 15.0 11.9 15.1 12.0 15.2 12.1 15.3 12.2 15.4 12.3 15.5 12.4 15.6 12.5 15.7 12.6 15.8 12.7 15.9 12.8 16.0 12.9 16.1 13.0 16.2 13.1 16.3 13.2 16.4 13.3 16.5 13.4 16.6 13.5 16.7 13.6 16.8 13.7 16.9 13.8 17.0 13.9 17.1 14.0 17.2 14.1 17.3 14.2 17.4 14.3 17.5 14.4 17.6 14.5 17.7 14.6 17.8 14.7 17.9 14.8 18.0 14.9 18.1 15.0 18.2 15.1 18.3 15.2 18.4 15.3 18.5 15.4 18.6 15.5 18.7 15.6 18.8 15.7 18.9 15.8 19.0 15.9 19.1 16.0 19.2 16.1 19.3 16.2 19.4 16.3 19.5 16.4 19.6 16.5 19.7 16.6 19.8 16.7 19.9 16.8 20.0 16.9 20.1 17.0 20.2 17.1 20.3 17.2 20.4 17.3 20.5 17.4 20.6 17.5 20.7 17.6 20.8 17.7 20.9 17.8 21.0 17.9 21.1 18.0 21.2 18.1 21.3 18.2 21.4 18.3 21.5 18.4 21.6 18.5 21.7 18.6 21.8 18.7 21.9 18.8 22.0 18.9 22.1 19.0 22.2 19.1 22.3 19.2 22.4 19.3 22.5 19.4 22.6 19.5 22.7 19.6 22.8 19.7 22.9 19.8 23.0 19.9 23.1 20.0 23.2 20.1 23.3 20.2 23.4 20.3 23.5 20.4 23.6 20.5 23.7 20.6 23.8 20.7 23.9 20.8 24.0 20.9 24.1 21.0 24.2 21.1 24.3 21.2 24.4 21.3 24.5 21.4 24.6 21.5 24.7 21.6 24.8 21.7 24.9 21.8 25.0 21.9 25.1 22.0 25.2 22.1 25.3 22.2 25.4 22.3 25.5 22.4 25.6 22.5 25.7 22.6 25.8 22.7 25.9 22.8 26.0 22.9 26.1 23.0 26.2 23.1 26.3 23.2 26.4 23.3 26.5 23.4 26.6 23.5 26.7 23.6 26.8 23.7 26.9 23.8 27.0 23.9 27.1 24.0 27.2 24.1 27.3 24.2 27.4 24.3 27.5 24.4 27.6 24.5 27.7 24.6 27.8 24.7 27.9 24.8 28.0 24.9 28.1 25.0 28.2 25.1 28.3 25.2 28.4 25.3 28.5 25.4 28.6 25.5 28.7 25.6 28.8 25.7 28.9 25.8 29.0 25.9 29.1 26.0 29.2 26.1 29.3 26.2 29.4 26.3 29.5 26.4 29.6 26.5 29.7 26.6 29.8 26.7 29.9 26.8 30.0 26.9 ------------------------- z_tip D [m] [m] [m] ------------------------- ------------------------- output file: "JOB.O01" load spread factor #= ------------------------- z_tip D [m] [m] ------------------------- 0.00 0.00 0.100 0.00 0.516 0.200 0.00 1.03 0.300 0.00 1.55 0.400 0.00 2.07 0.500 0.00 2.58 0.600 0.00 3.10 0.700 0.00 3.61 0.800 0.00 4.13 0.900 0.00 4.65 1.00 0.00 5.16 1.10 0.00 5.68 1.20 0.00 6.20 1.30 0.00 6.68 1.40 0.00 7.16 1.50 0.00 7.64 1.60 0.00 8.12 1.70 0.00 8.60 1.80 0.00 9.08 1.90 0.00 9.56 2.00 0.00 10.0 2.10 0.00 10.5 2.20 0.00 11.0 2.30 0.00 11.5 2.40 0.00 11.9 2.50 0.00 12.4 2.60 0.00 12.9 2.70 0.00 13.4 2.80 0.00 13.9 2.90 0.00 14.3 3.00 0.00 14.8 3.10 0.00 15.3 3.20 0.100 15.3 3.30 0.200 15.3 3.40 0.300 15.3 3.50 0.400 15.3 3.60 0.500 15.3 3.70 0.600 15.3 3.80 0.700 15.3 3.90 0.800 15.3 4.00 0.900 15.3 4.10 1.00 15.3 4.20 1.10 15.3 4.30 1.20 15.3 4.40 1.30 15.3 4.50 1.40 15.3 4.60 1.50 15.3 4.70 1.60 15.3 4.80 1.70 15.3 4.90 1.80 15.3 5.00 1.90 15.3 5.10 2.00 15.3 5.20 2.10 15.3 5.30 2.20 15.3 5.40 2.30 15.3 5.50 2.40 15.3 5.60 2.50 15.3 5.70 2.60 15.3 5.80 2.70 15.3 5.90 2.80 15.3 6.00 2.90 15.3 6.10 3.00 15.3 6.20 3.10 15.3 6.30 3.20 15.3 6.40 3.30 15.3 6.50 3.40 15.3 6.60 3.50 15.3 6.70 3.60 15.3 6.80 3.70 15.3 6.90 3.80 15.3 7.00 3.90 15.3 7.10 4.00 15.3 7.20 4.10 15.3 7.30 4.20 15.3 7.40 4.30 15.3 7.50 4.40 15.3 7.60 4.50 15.3 7.70 4.60 15.3 7.80 4.70 15.3 7.90 4.80 15.3 8.00 4.90 15.3 8.10 5.00 15.3 8.20 5.10 15.3 8.30 5.20 15.3 8.40 5.30 15.3 8.50 5.40 15.3 8.60 5.50 15.3 8.70 5.60 15.3 8.80 5.70 15.3 8.90 5.80 15.3 9.00 5.90 15.3 9.10 6.00 15.3 9.20 6.10 15.3 9.30 6.20 15.3 9.40 6.30 15.3 9.50 6.40 15.3 9.60 6.50 15.3 9.70 6.60 15.3 9.80 6.70 15.3 9.90 6.80 15.3 10.0 6.90 15.3 10.1 7.00 15.3 10.2 7.10 15.3 10.3 7.20 15.3 10.4 7.30 15.3 10.5 7.40 15.3 10.6 7.50 15.3 10.7 7.60 15.3 10.8 7.70 15.3 10.9 7.80 15.3 11.0 7.90 15.3 11.1 8.00 15.3 11.2 8.10 15.3 11.3 8.20 15.3 11.4 8.30 15.3 11.5 8.40 15.3 11.6 8.50 15.3 11.7 8.60 15.3 11.8 8.70 15.3 11.9 8.80 15.3 12.0 8.90 15.3 12.1 9.00 15.3 12.2 9.10 15.3 12.3 9.20 15.3 12.4 9.30 15.3 12.5 9.40 15.3 12.6 9.50 15.3 12.7 9.60 15.3 12.8 9.70 15.3 12.9 9.80 15.3 13.0 9.90 15.3 13.1 10.0 15.3 13.2 10.1 15.3 13.3 10.2 15.3 13.4 10.3 15.3 13.5 10.4 15.3 13.6 10.5 15.3 13.7 10.6 15.3 13.8 10.7 15.3 13.9 10.8 15.3 14.0 10.9 15.3 14.1 11.0 15.3 14.2 11.1 15.3 14.3 11.2 15.3 14.4 11.3 15.3 14.5 11.4 15.3 14.6 11.5 15.3 14.7 11.6 15.3 14.8 11.7 15.3 14.9 11.8 15.3 15.0 11.9 15.3 15.1 12.0 15.3 15.2 12.1 15.3 15.3 12.2 15.3 15.4 12.3 15.3 15.5 12.4 15.3 15.6 12.5 15.3 15.7 12.6 15.3 15.8 12.7 15.3 15.9 12.8 15.3 16.0 12.9 15.3 16.1 13.0 15.3 16.2 13.1 15.3 16.3 13.2 15.3 16.4 13.3 15.3 16.5 13.4 15.3 16.6 13.5 15.3 16.7 13.6 15.3 16.8 13.7 15.3 16.9 13.8 15.3 17.0 13.9 15.3 17.1 14.0 15.3 17.2 14.1 15.3 17.3 14.2 15.3 17.4 14.3 15.3 17.5 14.4 15.3 17.6 14.5 15.3 17.7 14.6 15.3 17.8 14.7 15.3 17.9 14.8 15.3 18.0 14.9 15.3 18.1 15.0 15.3 18.2 15.1 15.3 18.3 15.2 15.3 18.4 15.3 15.3 18.5 15.4 15.3 18.6 15.5 15.3 18.7 15.6 15.3 18.8 15.7 15.3 18.9 15.8 15.3 19.0 15.9 15.3 19.1 16.0 15.3 19.2 16.1 15.3 19.3 16.2 15.3 19.4 16.3 15.3 19.5 16.4 15.3 19.6 16.5 15.3 19.7 16.6 15.3 19.8 16.7 15.3 19.9 16.8 15.3 20.0 16.9 15.3 20.1 17.0 15.3 20.2 17.1 15.3 20.3 17.2 15.3 20.4 17.3 15.3 20.5 17.4 15.3 20.6 17.5 15.3 20.7 17.6 15.3 20.8 17.7 15.3 20.9 17.8 15.3 21.0 17.9 15.3 21.1 18.0 15.3 21.2 18.1 15.3 21.3 18.2 15.3 21.4 18.3 15.3 21.5 18.4 15.3 21.6 18.5 15.3 21.7 18.6 15.3 21.8 18.7 15.3 21.9 18.8 15.3 22.0 18.9 15.3 22.1 19.0 15.3 22.2 19.1 15.3 22.3 19.2 15.3 22.4 19.3 15.3 22.5 19.4 15.3 22.6 19.5 15.3 22.7 19.6 15.3 22.8 19.7 15.3 22.9 19.8 15.3 23.0 19.9 15.3 23.1 20.0 15.3 23.2 20.1 15.3 23.3 20.2 15.3 23.4 20.3 15.3 23.5 20.4 15.3 23.6 20.5 15.3 23.7 20.6 15.3 23.8 20.7 15.3 23.9 20.8 15.3 24.0 20.9 15.3 24.1 21.0 15.3 24.2 21.1 15.3 24.3 21.2 15.3 24.4 21.3 15.3 24.5 21.4 15.3 24.6 21.5 15.3 24.7 21.6 15.3 24.8 21.7 15.3 24.9 21.8 15.3 25.0 21.9 15.3 25.1 22.0 15.3 25.2 22.1 15.3 25.3 22.2 15.3 25.4 22.3 15.3 25.5 22.4 15.3 25.6 22.5 15.3 25.7 22.6 15.3 25.8 22.7 15.3 25.9 22.8 15.3 26.0 22.9 15.3 26.1 23.0 15.3 26.2 23.1 15.3 26.3 23.2 15.3 26.4 23.3 15.3 26.5 23.4 15.3 26.6 23.5 15.3 26.7 23.6 15.3 26.8 23.7 15.3 26.9 23.8 15.3 27.0 23.9 15.3 27.1 24.0 15.3 27.2 24.1 15.3 27.3 24.2 15.3 27.4 24.3 15.3 27.5 24.4 15.3 27.6 24.5 15.3 27.7 24.6 15.3 27.8 24.7 15.3 27.9 24.8 15.3 28.0 24.9 15.3 28.1 25.0 15.3 28.2 25.1 15.3 28.3 25.2 15.3 28.4 25.3 15.3 28.5 25.4 15.3 28.6 25.5 15.3 28.7 25.6 15.3 28.8 25.7 15.3 28.9 25.8 15.3 29.0 25.9 15.3 29.1 26.0 15.3 29.2 26.1 15.3 29.3 26.2 15.3 29.4 26.3 15.3 29.5 26.4 15.3 29.6 26.5 15.3 29.7 26.6 15.3 29.8 26.7 15.3 29.9 26.8 15.3 30.0 26.9 15.3 ------------------------- z_tip D [m] [m] ------------------------- ------------------------------------------------------------------------------------ 1; load spread factor = 4.00 (#rows V_L results= 301) ------------------------------------------------------------------------------------ B_eq H_cav V_spud V_D B_S W_BF Qv_Dpt V_L [m] [m^3] [m^3] [kN] [kN] [kN] [kN] ------------------------------------------------------------------------------------ 0.100E-02 0.00 0.00 0.100E-02 0.210E-02 0.2100000E-02 0.1000000E-02 0.1000000E-02 0.00 0.698E-02 0.698E-02 0.147E-01 0.1000000E-02 1.995640 2.009301 1.03 0.00 0.558E-01 0.558E-01 0.117 0.1000000E-02 8.991507 9.107791 1.55 0.00 0.188 0.188 0.396 0.1000000E-02 22.10372 22.49911 2.07 0.00 0.447 0.447 1.45 0.1000000E-02 42.62498 44.07181 2.58 0.00 0.873 0.873 3.42 0.1000000E-02 71.80384 75.22001 3.10 0.00 1.51 1.51 6.60 0.1000000E-02 110.8888 117.4895 3.61 0.00 2.39 2.39 11.2 0.1000000E-02 161.1286 172.3769 4.13 0.00 3.57 3.57 17.7 0.1000000E-02 223.7715 241.4519 4.65 0.00 5.09 5.09 26.1 0.1000000E-02 300.0663 326.2054 5.16 0.00 6.98 6.98 36.9 0.1000000E-02 391.2615 428.1520 5.68 0.00 9.29 9.29 50.3 0.1000000E-02 498.6056 548.8632 6.20 0.00 12.1 12.1 66.5 0.1000000E-02 623.3471 689.8820 6.68 0.00 15.3 15.3 85.8 0.1000000E-02 757.8322 843.6281 7.16 0.00 19.1 19.1 108. 0.1000000E-02 907.3977 1015.741 7.64 0.00 23.4 23.4 134. 0.1000000E-02 1074.993 1209.287 8.12 0.00 28.3 28.3 164. 0.1000000E-02 1261.614 1425.576 8.60 0.00 33.8 33.8 197. 0.1000000E-02 1468.254 1665.668 9.08 0.00 39.9 39.9 235. 0.1000000E-02 1695.908 1930.841 9.56 0.00 46.7 46.7 277. 0.1000000E-02 1945.571 2222.864 10.0 0.00 54.2 54.2 324. 0.1000000E-02 2218.238 2542.194 10.5 0.00 62.5 62.5 375. 0.1000000E-02 2514.904 2889.859 11.0 0.00 71.6 71.6 432. 0.1000000E-02 2836.563 3268.506 11.5 0.00 81.5 81.5 494. 0.1000000E-02 3184.210 3678.340 11.9 0.00 92.3 92.3 562. 0.1000000E-02 3558.840 4120.374 12.4 0.00 104. 104. 634. 0.1000000E-02 3961.448 4595.840 12.9 0.00 117. 117. 713. 0.1000000E-02 4393.028 5106.448 13.4 0.00 130. 130. 800. 0.1000000E-02 4854.576 5654.890 13.9 0.00 145. 145. 893. 0.1000000E-02 5347.085 6239.639 14.3 0.00 160. 160. 992. 0.1000000E-02 5871.551 6863.329 14.8 0.00 177. 177. 0.110E+04 0.1000000E-02 6428.969 7525.043 15.3 0.00 195. 195. 0.121E+04 0.1000000E-02 7020.332 8230.191 15.3 0.00 213. 195. 0.124E+04 1.033501 10231.16 11467.69 15.3 0.00 230. 195. 0.127E+04 4.116744 19628.17 20891.64 15.3 0.278E-15 246. 195. 0.130E+04 9.159743 37763.43 39050.14 15.3 0.100 246. 195. 0.130E+04 14.08848 39454.24 40736.02 15.3 0.200 246. 195. 0.130E+04 17.05604 41143.09 42421.90 15.3 0.300 246. 195. 0.130E+04 19.06882 42841.07 44117.96 15.3 0.400 246. 195. 0.130E+04 20.46228 44551.90 45829.53 15.3 0.500 246. 195. 0.130E+04 21.54609 46260.75 47539.42 15.3 0.600 246. 195. 0.130E+04 22.37185 47978.72 49258.70 15.3 0.700 246. 195. 0.130E+04 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32.16097 148572.2 149974.5 15.3 21.8 246. 195. 0.143E+04 32.11815 149360.5 150761.2 15.3 21.9 246. 195. 0.143E+04 32.12978 150153.9 151553.1 15.3 22.0 246. 195. 0.143E+04 32.13091 150964.1 152361.7 15.3 22.1 246. 195. 0.143E+04 32.17260 151785.0 153181.1 15.3 22.2 246. 195. 0.143E+04 32.16381 152614.3 154008.8 15.3 22.3 246. 195. 0.143E+04 32.16097 153498.5 154891.4 15.3 22.4 246. 195. 0.142E+04 32.17855 154370.5 155761.9 15.3 22.5 246. 195. 0.142E+04 32.10114 155257.6 156647.6 15.3 22.6 246. 195. 0.142E+04 32.15445 156182.7 157570.8 15.3 22.7 246. 195. 0.142E+04 32.13488 157072.9 158459.6 15.3 22.8 246. 195. 0.142E+04 32.17033 158085.9 159470.9 15.3 22.9 246. 195. 0.142E+04 32.15218 159053.5 160437.0 15.3 23.0 246. 195. 0.141E+04 32.13630 160054.9 161436.6 15.3 23.1 246. 195. 0.141E+04 32.21655 161134.1 162514.2 15.3 23.2 246. 195. 0.141E+04 32.19614 162220.1 163598.7 15.3 23.3 246. 195. 0.141E+04 32.10936 163331.6 164708.7 15.3 23.4 246. 195. 0.141E+04 32.20209 164468.7 165845.8 15.3 23.5 246. 195. 0.141E+04 32.16579 165690.6 167066.5 15.3 23.6 246. 195. 0.141E+04 32.13176 166937.7 168313.9 15.3 23.7 246. 195. 0.141E+04 32.18323 168232.4 169608.8 15.3 23.8 246. 195. 0.141E+04 32.17359 169531.0 170909.5 15.3 23.9 246. 195. 0.141E+04 32.18919 170910.0 172290.2 15.3 24.0 246. 195. 0.141E+04 32.11830 172378.8 173761.1 15.3 24.1 246. 195. 0.142E+04 32.12935 173948.8 175332.9 15.3 24.2 246. 195. 0.142E+04 32.15374 175633.2 177019.2 15.3 24.3 246. 195. 0.142E+04 32.14041 177447.5 178835.3 15.3 24.4 246. 195. 0.142E+04 32.12510 179410.3 180800.1 15.3 24.5 246. 195. 0.142E+04 32.12907 181543.9 182935.5 15.3 24.6 246. 195. 0.143E+04 32.14126 183875.2 185268.9 15.3 24.7 246. 195. 0.143E+04 32.12425 186437.3 187832.8 15.3 24.8 246. 195. 0.143E+04 32.13729 189270.8 190668.1 15.3 24.9 246. 195. 0.143E+04 32.13049 192426.6 193825.8 15.3 25.0 246. 195. 0.143E+04 32.12198 195969.2 197370.4 15.3 25.1 246. 195. 0.144E+04 32.13389 199981.5 201384.4 15.3 25.2 246. 195. 0.144E+04 32.15601 204571.8 205976.5 15.3 25.3 246. 195. 0.144E+04 32.12056 209884.7 211291.3 15.3 25.4 246. 195. 0.144E+04 32.07945 216117.1 217525.8 15.3 25.5 246. 195. 0.144E+04 32.10156 223545.1 224955.6 15.3 25.6 246. 195. 0.144E+04 32.07377 232567.2 233979.7 15.3 25.7 246. 195. 0.145E+04 32.08512 243780.9 245195.3 15.3 25.8 246. 195. 0.145E+04 32.06527 258125.8 259542.1 15.3 25.9 246. 195. 0.145E+04 32.08001 277167.3 278585.4 15.3 26.0 246. 195. 0.145E+04 32.05931 303723.5 305143.6 15.3 26.1 246. 195. 0.145E+04 32.09334 343430.3 344852.1 15.3 26.2 246. 195. 0.146E+04 32.09136 409438.2 410862.1 15.3 26.3 246. 195. 0.146E+04 32.07207 429973.9 431399.6 15.3 26.4 246. 195. 0.146E+04 32.09504 427453.0 428880.6 15.3 26.5 246. 195. 0.146E+04 32.09674 424932.2 426361.6 15.3 26.6 246. 195. 0.146E+04 32.07576 426617.1 428046.5 ------------------------------------------------------------------------------------ B_eq H_cav V_spud V_D B_S W_BF Qv_Dpt V_L [m] [m^3] [m^3] [kN] [kN] [kN] [kN] ------------------------------------------------------------------------------------ ------------------------------------------ 1; load spread factor = 4.00 (#rows QV_FMODE results= 301) ------------------------------------------ B_eq Qv_Dpt V_L Qv_fmode [m] [kN] [kN] ------------------------------------------ 0.100E-02 0.1000000E-02 0.1000000E-02 n/r 1.995640 2.009301 GSC 8.991507 9.107791 SQC 22.10372 22.49911 SQC 42.62498 44.07181 SQC 71.80384 75.22001 SQC 110.8888 117.4895 SQC 161.1286 172.3769 SQC 223.7715 241.4519 SQC 300.0663 326.2054 SQC 391.2615 428.1520 SQC 498.6056 548.8632 SQC 623.3471 689.8820 SQC 757.8322 843.6281 SQC 907.3977 1015.741 SQC 1074.993 1209.287 SQC 1261.614 1425.576 SQC 1468.254 1665.668 SQC 1695.908 1930.841 SQC 1945.571 2222.864 SQC 2218.238 2542.194 SQC 2514.904 2889.859 SQC 2836.563 3268.506 SQC 3184.210 3678.340 SQC 3558.840 4120.374 SQC 3961.448 4595.840 SQC 4393.028 5106.448 SQC 4854.576 5654.890 SQC 5347.085 6239.639 SQC 5871.551 6863.329 SQC 6428.969 7525.043 SQC 7020.332 8230.191 SQC 10231.16 11467.69 SQC 19628.17 20891.64 SQC 37763.43 39050.14 GSS 39454.24 40736.02 GSS 41143.09 42421.90 GSS 42841.07 44117.96 GSS 44551.90 45829.53 GSS 46260.75 47539.42 GSS 47978.72 49258.70 GSS 49709.51 50991.19 GSS 51438.29 52721.57 GSS 53176.16 54461.31 GSS 54926.81 56213.71 GSS 56677.89 57966.67 GSS 58433.09 59723.71 GSS 60203.49 61496.16 GSS 61974.27 63268.87 GSS 63749.12 65045.89 GSS 65539.11 66837.81 GSS 67329.44 68630.11 GSS 69123.77 70426.47 GSS 69584.10 70888.95 PTS>GSC 69296.75 70603.61 PTS>GSC 69009.00 70317.89 PTS>GSC 68720.86 70031.80 PTS>GSC 68432.35 69745.56 PTS>GSC 68143.46 69458.68 PTS>GSC 67854.20 69171.66 PTS>GSC 67564.59 68884.10 PTS>GSC 67274.64 68596.33 PTS>GSC 66984.33 68308.09 PTS>GSC 66693.70 68019.69 PTS>GSC 66402.74 67730.81 PTS>GSC 66111.47 67441.86 PTS>GSC 65819.88 67152.33 PTS>GSC 65527.99 66862.52 PTS>GSC 62614.68 63951.40 GSC 62832.81 64169.44 GSC 63050.67 64387.24 GSC 63268.26 64604.74 GSC 63485.58 64822.00 GSC 63702.64 65038.97 GSC 63919.43 65255.70 GSC 64135.95 65472.15 GSC 64352.22 65688.39 GSC 64568.23 65904.35 GSC 64783.99 66120.03 GSC 64999.49 66335.47 GSC 65214.74 66550.70 GSC 65429.73 66765.62 GSC 65644.48 66980.35 GSC 65858.98 67194.80 GSC 66206.65 67542.39 SQC 66631.67 67967.39 SQC 67066.88 68402.56 SQC 67512.99 68848.65 SQC 67970.79 69306.38 SQC 68441.12 69776.69 SQC 68924.93 70260.49 SQC 69423.25 70758.77 SQC 69937.23 71272.73 SQC 70468.14 71803.58 SQC 71017.39 72352.81 SQC 71586.55 72921.93 SQC 72177.38 73512.75 SQC 72791.85 74127.21 SQC 73432.17 74767.46 SQC 74100.85 75436.57 SQC 74800.73 76157.75 SQC 75535.02 76915.09 SQC 76307.41 77708.79 SQC 77122.15 78545.72 SQC 77984.11 79428.99 SQC 78898.97 80362.09 SQC 79873.33 81337.00 SQC 80914.96 82379.28 SQC 82033.03 83501.43 SQC 83238.46 84703.94 SQC 84544.35 86014.86 SQC 85966.56 87433.25 SQC 87524.49 88995.32 SQC 89242.09 90709.92 SQC 91149.28 92622.22 SQC 93283.99 94756.69 SQC 95694.97 97168.27 SQC 98445.98 99920.77 SQC 101622.0 103097.4 SQC 105339.0 106814.2 SQC 109759.3 111235.0 SQC 115117.2 116594.6 SQC 121764.3 123249.9 SQC 130253.3 131746.9 SQC 129820.8 131322.6 PTC>PTS>SQC 132458.9 133968.6 PTC>PTS>SQC 135442.3 136959.6 PTC>PTS>SQC 138850.7 140371.1 PTC>PTS>SQC 142308.3 143828.5 SQC 140392.0 141918.6 PTC>PTS>SQC 145008.0 146534.5 PTC>PTS>SQC 150502.9 152029.7 PTC>PTS>SQC 148808.6 150335.3 PTC>PTS>PTC>PTS>SQC 149896.5 151423.2 PTC>PTS>PTC>PTS>SQC 151050.2 152576.9 PTC>PTS>PTC>PTS>SQC 152277.8 153804.4 PTC>PTS>PTC>PTS>SQC 153588.4 155115.0 PTC>PTS>PTC>PTS>SQC 154992.9 156519.5 PTC>PTS>PTC>PTS>SQC 156504.0 158030.5 PTC>PTS>PTC>PTS>SQC 158052.0 159578.5 PTC>PTS>PTC>PTS>SQC 158935.2 160461.7 PTC>PTS>SQC 157331.9 158858.1 PTC>PTS>PTC>PTS>SQC 159266.1 160792.2 PTC>PTS>PTC>PTS>SQC 161190.5 162716.7 SQC 158991.0 160512.2 PTC>PTS>PTC>PTS>SQC 161337.0 162858.1 PTC>PTS>PTC>PTS>SQC 163947.4 165468.4 PTC>PTS>PTC>PTS>SQC 166033.7 167554.7 PTC>PTS>SQC 164382.9 165904.0 PTC>PTS>PTC>PTS>SQC 167695.7 169216.7 PTC>PTS>PTC>PTS>SQC 171482.7 173010.1 PTC>PTS>PTC>PTS>SQC 175862.2 177393.1 PTC>PTS>PTC>PTS>SQC 177520.2 179054.5 PTC>PTS>SQC 178504.0 180044.0 PTC>PTS>PTC>PTS>SQC 178665.9 180209.3 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 176296.8 177845.2 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 173927.7 175488.7 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 171558.6 173133.5 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 169189.4 170777.2 PTS>PTC>PTS>PTC>PTC>PTS>GSC 168552.1 170128.8 PTS>PTC>PTS>PTC>PTC>PTS>GSC 167914.1 169482.0 PTS>PTC>PTS>PTC>PTC>PTS>GSC 167275.4 168834.0 PTS>PTC>PTS>PTC>PTC>PTS>GSC 166636.0 168185.7 PTS>PTC>PTS>PTC>PTC>PTS>GSC 165996.0 167535.1 PTS>PTC>PTS>PTC>PTC>PTS>GSC 165355.4 166884.8 PTC>PTS>PTC>PTC>PTS>GSC 162937.9 164479.9 PTC>PTS>PTC>PTC>PTS>GSC 160520.3 162073.9 PTC>PTS>PTC>PTC>PTS>GSC 158102.8 159669.2 PTC>PTS>PTC>PTC>PTS>GSC 155685.2 157263.2 PTC>PTS>PTC>PTC>PTS>GSC 153267.7 154855.8 PTC>PTS>PTC>PTC>PTS>GSC 150850.1 152451.5 PTS>PTC>PTC>PTS>GSC 150207.2 151812.7 PTS>PTC>PTC>PTS>GSC 149564.4 151173.8 PTS>PTC>PTC>PTS>GSC 148921.5 150534.7 PTS>PTC>PTC>PTS>GSC 148278.6 149895.6 PTS>PTC>PTC>PTS>GSC 147635.7 149257.3 PTS>PTC>PTC>PTS>GSC 146992.8 148618.0 PTC>PTC>PTS>GSC 146920.1 148548.2 PTC>PTC>PTS>GSC 146847.4 148476.8 PTC>PTC>PTS>GSC 146774.8 148407.0 PTC>PTC>PTS>GSC 146702.1 148336.0 PTC>PTC>PTS>GSC 146629.4 148266.3 PTC>PTC>PTS>GSC 146556.7 148195.0 PTC>PTC>PTS>GSC 144252.2 145887.8 PTC>PTS>GSC 141775.9 143407.8 PTC>PTS>GSC 139299.7 140928.7 PTC>PTS>GSC 136823.5 138448.5 PTS>GSC 136223.0 137838.5 PTS>GSC 135622.4 137228.0 PTS>GSC 135021.7 136617.8 PTS>GSC 134420.9 136006.7 PTS>GSC 133820.0 135396.4 PTS>GSC 133219.1 134785.6 PTS>GSC 132618.2 134175.0 PTS>GSC 132017.2 133563.9 PTS>GSC 131416.1 132953.3 PTS>GSC 130815.1 132342.5 PTS>GSC 130214.1 131731.9 PTS>GSC 129613.0 131120.7 PTS>GSC 129012.0 130510.1 PTS>GSC 128411.0 129899.2 PTS>GSC 127810.0 129288.8 PTS>GSC 127209.1 128677.6 PTS>GSC 126608.3 128067.3 PTS>GSC 126007.5 127456.6 PTS>GSC 125406.8 126846.5 PTS>GSC 124806.2 126235.6 PTS>GSC 119619.0 121038.7 GSC 119827.6 121247.4 GSC 120036.0 121455.8 GSC 120244.2 121663.8 GSC 120452.0 121871.7 GSC 120659.6 122079.3 GSC 120867.0 122286.7 GSC 121074.1 122493.7 GSC 121280.9 122700.6 GSC 121487.4 122907.1 GSC 121693.7 123113.4 GSC 121899.8 123319.4 GSC 122105.6 123525.2 GSC 122311.1 123730.8 GSC 122516.4 123936.1 GSC 122721.4 124141.1 GSC 122925.9 124345.6 GSC 123129.6 124549.3 GSC 123332.7 124752.3 GSC 123535.0 124954.7 GSC 123736.7 125156.3 GSC 123937.7 125357.4 GSC 124138.0 125557.6 GSC 124337.5 125757.1 GSC 124536.2 125955.9 GSC 124734.2 126153.8 GSC 124931.3 126351.0 GSC 125127.7 126547.4 GSC 125323.2 126742.8 GSC 125517.8 126937.5 GSC 125711.6 127131.3 GSC 125904.4 127324.1 GSC 126096.3 127516.0 GSC 126287.3 127706.8 GSC 126477.2 127895.2 GSC 126666.1 128082.6 GSC 133237.6 134652.5 GSC 133951.6 135365.1 GSC 134667.3 136079.2 GSC 135384.8 136795.1 GSC 136104.1 137512.9 GSC 136825.3 138232.4 GSC 147001.3 148406.8 SQC 147799.1 149203.0 SQC 148572.2 149974.5 SQC 149360.5 150761.2 SQC 150153.9 151553.1 SQC 150964.1 152361.7 SQC 151785.0 153181.1 SQC 152614.3 154008.8 SQC 153498.5 154891.4 SQC 154370.5 155761.9 SQC 155257.6 156647.6 SQC 156182.7 157570.8 SQC 157072.9 158459.6 SQC 158085.9 159470.9 SQC 159053.5 160437.0 SQC 160054.9 161436.6 SQC 161134.1 162514.2 SQC 162220.1 163598.7 SQC 163331.6 164708.7 SQC 164468.7 165845.8 SQC 165690.6 167066.5 SQC 166937.7 168313.9 SQC 168232.4 169608.8 SQC 169531.0 170909.5 SQC 170910.0 172290.2 SQC 172378.8 173761.1 SQC 173948.8 175332.9 SQC 175633.2 177019.2 SQC 177447.5 178835.3 SQC 179410.3 180800.1 SQC 181543.9 182935.5 SQC 183875.2 185268.9 SQC 186437.3 187832.8 SQC 189270.8 190668.1 SQC 192426.6 193825.8 SQC 195969.2 197370.4 SQC 199981.5 201384.4 SQC 204571.8 205976.5 SQC 209884.7 211291.3 SQC 216117.1 217525.8 SQC 223545.1 224955.6 SQC 232567.2 233979.7 SQC 243780.9 245195.3 SQC 258125.8 259542.1 SQC 277167.3 278585.4 SQC 303723.5 305143.6 SQC 343430.3 344852.1 SQC 409438.2 410862.1 SQC 429973.9 431399.6 PTC>GSS 427453.0 428880.6 PTC>GSS 424932.2 426361.6 GSS 426617.1 428046.5 GSS ------------------------------------------ B_eq Qv_Dpt V_L Qv_fmode [m] [kN] [kN] ------------------------------------------ out_sp_pen_sub: GSC 6.80 8.40 3.70 5.30 1.60 GSC 8.40 12.4 5.30 9.30 4.00 SQC 12.4 12.8 9.30 9.70 0.400 PTC>PTS>SQC 12.8 12.9 9.70 9.80 0.100 SQC 12.9 13.2 9.80 10.1 0.300 PTC>PTS>SQC 13.2 14.0 10.1 10.9 0.800 PTC>PTS>PTC>PTS>SQC 14.0 14.1 10.9 11.0 0.100 PTC>PTS>SQC 14.1 14.3 11.0 11.2 0.200 PTC>PTS>PTC>PTS>SQC 14.3 14.4 11.2 11.3 0.100 SQC 14.4 14.7 11.3 11.6 0.300 PTC>PTS>PTC>PTS>SQC 14.7 14.8 11.6 11.7 0.100 PTC>PTS>SQC 14.8 15.2 11.7 12.1 0.400 PTC>PTS>PTC>PTS>SQC 15.2 15.3 12.1 12.2 0.100 PTC>PTS>SQC 15.3 15.4 12.2 12.3 0.100 PTC>PTS>PTC>PTS>SQC 15.4 15.8 12.3 12.7 0.400 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 15.8 16.4 12.7 13.3 0.600 PTS>PTC>PTS>PTC>PTC>PTS>GSC 16.4 17.0 13.3 13.9 0.600 PTC>PTS>PTC>PTC>PTS>GSC 17.0 17.6 13.9 14.5 0.600 PTS>PTC>PTC>PTS>GSC 17.6 18.3 14.5 15.2 0.700 PTC>PTC>PTS>GSC 18.3 18.6 15.2 15.5 0.300 PTC>PTS>GSC 18.6 20.7 15.5 17.6 2.10 PTS>GSC 20.7 24.9 17.6 21.8 4.20 GSC 24.9 29.7 21.8 26.6 4.80 SQC 29.7 29.9 26.6 26.8 0.200 PTC>GSS 29.9 30.0 26.8 26.9 0.100 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: 11 WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=30.00 degrees. WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=30.00 degrees. WARNING. gmdata: soil layer # 5; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=62.50 kPa. WARNING. gmdata: soil layer # 6; BDEN=8.35 kN/m^3 is inconsistent with PHI=32.50 degrees. WARNING. gmdata: soil layer # 7; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=61.50 kPa. WARNING. gmdata: soil layer # 10; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=69.50 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=74.00 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=84.00 kPa. WARNING. gmdata: soil layer # 12; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=85.00 kPa. WARNING. gmdata: soil layer # 13; PHI 10 in top 1.5B [?simplify ground model]. z_tip_penetration [m]: 7.61 out_sp_pen_sub: END --- > input file: "JOB.I01" output file: "JOB.O01" iso_19905_1: normal program end