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Spudpen Files: Overview

1. Report: Project Identification Data
Report Name:	DC05_SSS_SOFF_CPT001LB_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 12:18:18 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_CPT001LB_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 12.7 9.30 9.60 0.300 PTC>PTS>SQC 12.7 12.8 9.60 9.70 0.100 SQC 12.8 13.2 9.70 10.1 0.400 PTC>PTS>SQC 13.2 13.3 10.1 10.2 0.100 SQC 13.3 13.4 10.2 10.3 0.100 PTC>PTS>PTC>PTS>SQC 13.4 13.5 10.3 10.4 0.100 PTC>PTS>SQC 13.5 14.4 10.4 11.3 0.900 PTC>PTS>PTC>PTS>SQC 14.4 14.5 11.3 11.4 0.100 PTC>PTS>SQC 14.5 15.0 11.4 11.9 0.500 PTC>PTS>PTC>PTS>SQC 15.0 15.1 11.9 12.0 0.100 PTC>PTS>SQC 15.1 15.4 12.0 12.3 0.300 PTC>PTS>PTC>PTS>SQC 15.4 15.5 12.3 12.4 0.100 SQC 15.5 15.8 12.4 12.7 0.300 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: 10 WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=27.50 degrees. WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=27.50 degrees. WARNING. gmdata: soil layer # 6; BDEN=8.35 kN/m^3 is inconsistent with PHI=30.00 degrees. WARNING. gmdata: soil layer # 9; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3]. WARNING. gmdata: soil layer # 10; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=52.00 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=55.00 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=65.00 kPa. WARNING. gmdata: soil layer # 12; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=65.00 kPa. WARNING. gmdata: soil layer # 13; PHI 10 in top 1.5B [?simplify ground model]. z_tip_penetration [m]: 10.8 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 12:18:18 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]: 94.98510 Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 115.0699 * Qv_D_clay, GSC or SQC in CLAY [kN]: 115.0699 Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 115.0699 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]: 115.0699 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]: 126.3182 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 1.369837 1.383498 1.03 0.00 0.558E-01 0.558E-01 0.117 0.1000000E-02 6.421281 6.537565 1.55 0.00 0.188 0.188 0.396 0.1000000E-02 15.78536 16.18076 2.07 0.00 0.447 0.447 1.45 0.1000000E-02 30.44061 31.88744 2.58 0.00 0.873 0.873 3.42 0.1000000E-02 51.27868 54.69485 3.10 0.00 1.51 1.51 6.60 0.1000000E-02 79.19123 85.79193 3.61 0.00 2.39 2.39 11.2 0.1000000E-02 115.0699 126.3182 4.13 0.00 3.57 3.57 17.7 0.1000000E-02 159.8064 177.4868 4.65 0.00 5.09 5.09 26.1 0.1000000E-02 214.2922 240.4314 5.16 0.00 6.98 6.98 36.9 0.1000000E-02 279.4192 316.3097 5.68 0.00 9.29 9.29 50.3 0.1000000E-02 356.0790 406.3366 6.20 0.00 12.1 12.1 66.5 0.1000000E-02 445.1631 511.6979 6.68 0.00 15.3 15.3 85.8 0.1000000E-02 541.2056 627.0015 7.16 0.00 19.1 19.1 108. 0.1000000E-02 648.0177 756.3610 7.64 0.00 23.4 23.4 134. 0.1000000E-02 767.7060 901.9995 8.12 0.00 28.3 28.3 164. 0.1000000E-02 900.9809 1064.943 8.60 0.00 33.8 33.8 197. 0.1000000E-02 1048.553 1245.967 9.08 0.00 39.9 39.9 235. 0.1000000E-02 1211.132 1446.065 9.56 0.00 46.7 46.7 277. 0.1000000E-02 1389.429 1666.722 10.0 0.00 54.2 54.2 324. 0.1000000E-02 1584.154 1908.110 10.5 0.00 62.5 62.5 375. 0.1000000E-02 1796.018 2170.973 11.0 0.00 71.6 71.6 432. 0.1000000E-02 2025.730 2457.673 11.5 0.00 81.5 81.5 494. 0.1000000E-02 2274.003 2768.132 11.9 0.00 92.3 92.3 562. 0.1000000E-02 2541.544 3103.078 12.4 0.00 104. 104. 634. 0.1000000E-02 2829.067 3463.459 12.9 0.00 117. 117. 713. 0.1000000E-02 3137.279 3850.699 13.4 0.00 130. 130. 800. 0.1000000E-02 3466.893 4267.207 13.9 0.00 145. 145. 893. 0.1000000E-02 3818.619 4711.172 14.3 0.00 160. 160. 992. 0.1000000E-02 4193.166 5184.944 14.8 0.00 177. 177. 0.110E+04 0.1000000E-02 4591.245 5687.319 15.3 0.00 195. 195. 0.121E+04 0.1000000E-02 5013.567 6223.426 15.3 0.00 213. 195. 0.124E+04 1.033501 7450.110 8686.644 15.3 0.00 230. 195. 0.127E+04 4.116744 14525.70 15789.17 15.3 0.278E-15 246. 195. 0.130E+04 9.159743 23697.03 24983.74 15.3 0.100 246. 195. 0.130E+04 14.08848 24916.55 26198.33 15.3 0.200 246. 195. 0.130E+04 17.05604 26135.52 27414.34 15.3 0.300 246. 195. 0.130E+04 19.06882 27360.86 28637.75 15.3 0.400 246. 195. 0.130E+04 20.46228 28594.86 29872.49 15.3 0.500 246. 195. 0.130E+04 21.54609 29828.30 31106.98 15.3 0.600 246. 195. 0.130E+04 22.37185 31068.09 32348.07 15.3 0.700 246. 195. 0.130E+04 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32.16097 120573.8 121976.1 15.3 21.8 246. 195. 0.143E+04 32.11815 121233.9 122634.6 15.3 21.9 246. 195. 0.143E+04 32.12978 121896.0 123295.1 15.3 22.0 246. 195. 0.143E+04 32.13091 122571.6 123969.2 15.3 22.1 246. 195. 0.143E+04 32.17260 123256.1 124652.2 15.3 22.2 246. 195. 0.143E+04 32.16381 123954.6 125349.0 15.3 22.3 246. 195. 0.143E+04 32.16097 124659.9 126052.8 15.3 22.4 246. 195. 0.142E+04 32.17855 125378.3 126769.6 15.3 22.5 246. 195. 0.142E+04 32.10114 126108.8 127498.8 15.3 22.6 246. 195. 0.142E+04 32.15445 126857.8 128246.0 15.3 22.7 246. 195. 0.142E+04 32.13488 127610.4 128997.0 15.3 22.8 246. 195. 0.142E+04 32.17033 128386.7 129771.7 15.3 22.9 246. 195. 0.142E+04 32.15218 129182.4 130565.9 15.3 23.0 246. 195. 0.141E+04 32.13630 129988.9 131370.6 15.3 23.1 246. 195. 0.141E+04 32.21655 130817.5 132197.6 15.3 23.2 246. 195. 0.141E+04 32.19614 131669.4 133048.0 15.3 23.3 246. 195. 0.141E+04 32.10936 132540.0 133917.2 15.3 23.4 246. 195. 0.141E+04 32.20209 133438.2 134815.3 15.3 23.5 246. 195. 0.141E+04 32.16579 134358.8 135734.7 15.3 23.6 246. 195. 0.141E+04 32.13176 135313.0 136689.2 15.3 23.7 246. 195. 0.141E+04 32.18323 136294.9 137671.3 15.3 23.8 246. 195. 0.141E+04 32.17359 137319.1 138697.6 15.3 23.9 246. 195. 0.141E+04 32.18919 138404.7 139785.0 15.3 24.0 246. 195. 0.141E+04 32.11830 139559.1 140941.4 15.3 24.1 246. 195. 0.142E+04 32.12935 140790.9 142175.0 15.3 24.2 246. 195. 0.142E+04 32.15374 142110.0 143496.0 15.3 24.3 246. 195. 0.142E+04 32.14041 143528.6 144916.4 15.3 24.4 246. 195. 0.142E+04 32.12510 145060.7 146450.6 15.3 24.5 246. 195. 0.142E+04 32.12907 146723.4 148115.1 15.3 24.6 246. 195. 0.143E+04 32.14126 148537.4 149931.1 15.3 24.7 246. 195. 0.143E+04 32.12425 150527.8 151923.3 15.3 24.8 246. 195. 0.143E+04 32.13729 152725.7 154123.0 15.3 24.9 246. 195. 0.143E+04 32.13049 155170.1 156569.3 15.3 25.0 246. 195. 0.143E+04 32.12198 157910.3 159311.5 15.3 25.1 246. 195. 0.144E+04 32.13389 161009.7 162412.6 15.3 25.2 246. 195. 0.144E+04 32.15601 164551.0 165955.8 15.3 25.3 246. 195. 0.144E+04 32.12056 168645.0 170051.6 15.3 25.4 246. 195. 0.144E+04 32.07945 173442.1 174850.8 15.3 25.5 246. 195. 0.144E+04 32.10156 179153.5 180564.0 15.3 25.6 246. 195. 0.144E+04 32.07377 186083.9 187496.4 15.3 25.7 246. 195. 0.145E+04 32.08512 194690.3 196104.6 15.3 25.8 246. 195. 0.145E+04 32.06527 205691.0 207107.2 15.3 25.9 246. 195. 0.145E+04 32.08001 220283.3 221701.4 15.3 26.0 246. 195. 0.145E+04 32.05931 240622.1 242042.2 15.3 26.1 246. 195. 0.145E+04 32.09334 271017.3 272439.1 15.3 26.2 246. 195. 0.146E+04 32.09136 321525.1 322949.0 15.3 26.3 246. 195. 0.146E+04 32.07207 365292.7 366718.4 15.3 26.4 246. 195. 0.146E+04 32.09504 362844.0 364271.5 15.3 26.5 246. 195. 0.146E+04 32.09674 360395.2 361824.6 15.3 26.6 246. 195. 0.146E+04 32.07576 361818.9 363248.3 ------------------------------------------------------------------------------------ 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 1.369837 1.383498 GSC 6.421281 6.537565 SQC 15.78536 16.18076 SQC 30.44061 31.88744 SQC 51.27868 54.69485 SQC 79.19123 85.79193 SQC 115.0699 126.3182 SQC 159.8064 177.4868 SQC 214.2922 240.4314 SQC 279.4192 316.3097 SQC 356.0790 406.3366 SQC 445.1631 511.6979 SQC 541.2056 627.0015 SQC 648.0177 756.3610 SQC 767.7060 901.9995 SQC 900.9809 1064.943 SQC 1048.553 1245.967 SQC 1211.132 1446.065 SQC 1389.429 1666.722 SQC 1584.154 1908.110 SQC 1796.018 2170.973 SQC 2025.730 2457.673 SQC 2274.003 2768.132 SQC 2541.544 3103.078 SQC 2829.067 3463.459 SQC 3137.279 3850.699 SQC 3466.893 4267.207 SQC 3818.619 4711.172 SQC 4193.166 5184.944 SQC 4591.245 5687.319 SQC 5013.567 6223.426 SQC 7450.110 8686.644 SQC 14525.70 15789.17 SQC 23697.03 24983.74 GSS 24916.55 26198.33 GSS 26135.52 27414.34 GSS 27360.86 28637.75 GSS 28594.86 29872.49 GSS 29828.30 31106.98 GSS 31068.09 32348.07 GSS 32316.53 33598.22 GSS 33564.39 34847.66 GSS 34818.57 36103.72 GSS 36081.38 37368.27 GSS 37345.12 38633.89 GSS 38612.08 39902.70 GSS 39889.17 41181.85 GSS 41167.16 42461.76 GSS 42448.33 43745.10 GSS 43739.59 45038.29 GSS 45031.71 46332.39 GSS 46326.98 47629.68 GSS 47632.29 48937.15 GSS 48938.41 50245.27 GSS 50247.62 51556.51 GSS 51566.84 52877.78 GSS 52762.68 54075.89 PTS>GSC 52569.67 53884.89 PTS>GSC 52376.00 53693.45 PTS>GSC 52181.68 53501.18 PTS>GSC 51986.72 53308.42 PTS>GSC 51791.12 53114.88 PTS>GSC 51594.90 52920.89 PTS>GSC 51398.06 52726.13 PTS>GSC 51200.61 52531.01 PTS>GSC 51002.56 52335.01 PTS>GSC 50803.91 52138.44 PTS>GSC 48612.62 49949.34 GSC 48809.29 50145.92 GSC 49005.75 50342.31 GSC 49202.00 50538.48 GSC 49398.05 50734.47 GSC 49593.90 50930.24 GSC 49789.55 51125.83 GSC 49985.00 51321.19 GSC 50180.25 51516.42 GSC 50375.31 51711.42 GSC 50570.17 51906.21 GSC 50764.84 52100.82 GSC 50959.31 52295.27 GSC 51153.60 52489.48 GSC 51347.69 52683.56 GSC 51541.60 52877.42 GSC 51836.71 53172.46 SQC 52190.62 53526.34 SQC 52552.26 53887.94 SQC 52922.20 54257.86 SQC 53301.01 54636.60 SQC 53689.35 55024.92 SQC 54087.93 55423.49 SQC 54497.54 55833.06 SQC 54919.06 56254.56 SQC 55353.44 56688.87 SQC 55801.75 57137.17 SQC 56265.20 57600.58 SQC 56745.12 58080.49 SQC 57243.01 58578.36 SQC 57760.54 59095.83 SQC 58299.62 59635.34 SQC 58862.41 60219.43 SQC 59451.36 60831.43 SQC 60069.27 61470.65 SQC 60719.36 62142.93 SQC 61405.34 62850.21 SQC 62131.52 63594.63 SQC 62902.92 64366.58 SQC 63725.45 65189.76 SQC 64606.06 66074.47 SQC 65553.08 67018.56 SQC 66576.44 68046.95 SQC 67688.21 69154.90 SQC 68903.13 70373.95 SQC 70239.38 71707.22 SQC 71719.74 73192.68 SQC 73373.00 74845.71 SQC 75236.24 76709.54 SQC 77357.89 78832.69 SQC 79802.58 81277.97 SQC 82658.39 84133.55 SQC 86048.66 87524.42 SQC 90151.55 91628.98 SQC 95234.29 96719.89 SQC 101716.8 103210.4 SQC 103973.2 105475.0 PTC>PTS>SQC 105989.4 107499.1 PTC>PTS>SQC 108265.3 109782.6 PTC>PTS>SQC 110849.5 112369.9 SQC 108505.7 110032.5 PTC>PTS>SQC 111500.7 113027.2 PTC>PTS>SQC 115004.2 116530.7 PTC>PTS>SQC 119168.8 120695.6 PTC>PTS>SQC 123653.8 125180.6 SQC 121500.2 123021.6 PTC>PTS>PTC>PTS>SQC 122058.0 123579.4 PTC>PTS>SQC 119921.2 121442.6 PTC>PTS>PTC>PTS>SQC 120827.2 122348.6 PTC>PTS>PTC>PTS>SQC 121789.1 123310.4 PTC>PTS>PTC>PTS>SQC 122814.0 124335.3 PTC>PTS>PTC>PTS>SQC 123910.0 125431.3 PTC>PTS>PTC>PTS>SQC 125086.9 126608.1 PTC>PTS>PTC>PTS>SQC 126275.1 127796.3 PTC>PTS>PTC>PTS>SQC 127649.4 129170.6 PTC>PTS>PTC>PTS>SQC 129146.5 130667.7 PTC>PTS>PTC>PTS>SQC 130146.6 131667.8 PTC>PTS>SQC 128352.0 129873.0 PTC>PTS>PTC>PTS>SQC 130161.2 131682.2 PTC>PTS>PTC>PTS>SQC 132170.7 133691.8 PTC>PTS>PTC>PTS>SQC 134420.6 135941.7 PTC>PTS>PTC>PTS>SQC 136962.4 138483.4 PTC>PTS>PTC>PTS>SQC 139219.3 140746.8 PTC>PTS>SQC 137428.4 138961.5 PTC>PTS>PTC>PTS>SQC 140778.5 142315.0 PTC>PTS>PTC>PTS>SQC 144700.1 146240.0 PTC>PTS>PTC>PTS>SQC 145664.4 147207.8 SQC 144621.9 146170.3 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 142296.0 143857.1 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 139970.1 141545.1 PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC 137644.2 139232.0 PTS>PTC>PTS>PTC>PTC>PTS>GSC 137176.2 138753.0 PTS>PTC>PTS>PTC>PTC>PTS>GSC 136707.0 138275.0 PTS>PTC>PTS>PTC>PTC>PTS>GSC 136236.8 137795.4 PTS>PTC>PTS>PTC>PTC>PTS>GSC 135765.4 137315.1 PTS>PTC>PTS>PTC>PTC>PTS>GSC 135293.0 136832.1 PTS>PTC>PTS>PTC>PTC>PTS>GSC 134819.5 136348.9 PTC>PTS>PTC>PTC>PTS>GSC 132457.8 133999.9 PTC>PTS>PTC>PTC>PTS>GSC 130096.1 131649.7 PTC>PTS>PTC>PTC>PTS>GSC 127734.4 129300.8 PTC>PTS>PTC>PTC>PTS>GSC 125372.7 126950.7 PTC>PTS>PTC>PTC>PTS>GSC 123011.0 124599.1 PTC>PTS>PTC>PTC>PTS>GSC 120649.3 122250.7 PTS>PTC>PTC>PTS>GSC 120172.0 121777.5 PTS>PTC>PTC>PTS>GSC 119694.3 121303.7 PTS>PTC>PTC>PTS>GSC 119216.2 120829.4 PTS>PTC>PTC>PTS>GSC 118737.6 120354.7 PTS>PTC>PTC>PTS>GSC 118258.6 119880.2 PTS>PTC>PTC>PTS>GSC 117779.1 119404.3 PTC>PTC>PTS>GSC 117765.9 119394.0 PTC>PTC>PTS>GSC 117752.8 119382.1 PTC>PTC>PTS>GSC 117739.6 119371.8 PTC>PTC>PTS>GSC 117726.4 119360.3 PTC>PTC>PTS>GSC 117713.2 119350.0 PTC>PTC>PTS>GSC 117700.0 119338.2 PTC>PTC>PTS>GSC 115458.2 117093.9 PTC>PTS>GSC 113045.0 114676.9 PTC>PTS>GSC 110631.9 112260.9 PTC>PTS>GSC 108218.7 109843.7 PTS>GSC 107779.2 109394.7 PTS>GSC 107339.2 108944.8 PTS>GSC 106898.6 108494.8 PTS>GSC 106457.6 108043.4 PTS>GSC 106016.0 107592.4 PTS>GSC 105574.0 107140.4 PTS>GSC 105131.4 106688.3 PTS>GSC 104688.4 106235.1 PTS>GSC 104245.0 105782.1 PTS>GSC 103801.1 105328.5 PTS>GSC 103356.7 104874.6 PTS>GSC 102911.9 104419.6 PTS>GSC 102466.7 103964.8 PTS>GSC 102021.1 103509.4 PTS>GSC 101575.1 103053.9 PTS>GSC 101128.8 102597.2 PTS>GSC 100682.0 102141.0 PTS>GSC 100234.9 101684.0 PTS>GSC 99787.42 101227.1 PTS>GSC 99339.61 100769.0 PTS>GSC 95517.60 96937.32 GSC 95705.10 97124.84 GSC 95892.39 97312.12 GSC 96079.47 97499.16 GSC 96266.33 97686.04 GSC 96452.98 97872.66 GSC 96639.41 98059.14 GSC 96825.64 98245.30 GSC 97011.65 98431.34 GSC 97197.44 98617.09 GSC 97383.03 98802.68 GSC 97568.41 98988.06 GSC 97753.58 99173.24 GSC 97938.53 99358.22 GSC 98123.28 99542.96 GSC 98307.82 99727.49 GSC 98491.94 99911.61 GSC 98675.39 100095.1 GSC 98858.29 100278.0 GSC 99040.62 100460.3 GSC 99222.37 100642.0 GSC 99403.54 100823.2 GSC 99584.10 101003.8 GSC 99764.05 101183.7 GSC 99943.36 101363.0 GSC 100122.0 101541.7 GSC 100300.0 101719.7 GSC 100477.4 101897.0 GSC 100654.0 102073.7 GSC 100829.9 102249.6 GSC 101005.1 102424.8 GSC 101179.6 102599.2 GSC 101353.3 102772.9 GSC 101526.2 102945.7 GSC 101698.2 103116.2 GSC 101869.5 103286.0 GSC 106292.2 107707.0 GSC 106984.0 108397.5 GSC 107677.3 109089.2 GSC 108372.3 109782.7 GSC 109068.9 110477.8 GSC 109767.4 111174.4 GSC 119283.7 120689.2 SQC 119924.7 121328.6 SQC 120573.8 121976.1 SQC 121233.9 122634.6 SQC 121896.0 123295.1 SQC 122571.6 123969.2 SQC 123256.1 124652.2 SQC 123954.6 125349.0 SQC 124659.9 126052.8 SQC 125378.3 126769.6 SQC 126108.8 127498.8 SQC 126857.8 128246.0 SQC 127610.4 128997.0 SQC 128386.7 129771.7 SQC 129182.4 130565.9 SQC 129988.9 131370.6 SQC 130817.5 132197.6 SQC 131669.4 133048.0 SQC 132540.0 133917.2 SQC 133438.2 134815.3 SQC 134358.8 135734.7 SQC 135313.0 136689.2 SQC 136294.9 137671.3 SQC 137319.1 138697.6 SQC 138404.7 139785.0 SQC 139559.1 140941.4 SQC 140790.9 142175.0 SQC 142110.0 143496.0 SQC 143528.6 144916.4 SQC 145060.7 146450.6 SQC 146723.4 148115.1 SQC 148537.4 149931.1 SQC 150527.8 151923.3 SQC 152725.7 154123.0 SQC 155170.1 156569.3 SQC 157910.3 159311.5 SQC 161009.7 162412.6 SQC 164551.0 165955.8 SQC 168645.0 170051.6 SQC 173442.1 174850.8 SQC 179153.5 180564.0 SQC 186083.9 187496.4 SQC 194690.3 196104.6 SQC 205691.0 207107.2 SQC 220283.3 221701.4 SQC 240622.1 242042.2 SQC 271017.3 272439.1 SQC 321525.1 322949.0 SQC 365292.7 366718.4 PTC>GSS 362844.0 364271.5 PTC>GSS 360395.2 361824.6 GSS 361818.9 363248.3 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 12.7 9.30 9.60 0.300 PTC>PTS>SQC 12.7 12.8 9.60 9.70 0.100 SQC 12.8 13.2 9.70 10.1 0.400 PTC>PTS>SQC 13.2 13.3 10.1 10.2 0.100 SQC 13.3 13.4 10.2 10.3 0.100 PTC>PTS>PTC>PTS>SQC 13.4 13.5 10.3 10.4 0.100 PTC>PTS>SQC 13.5 14.4 10.4 11.3 0.900 PTC>PTS>PTC>PTS>SQC 14.4 14.5 11.3 11.4 0.100 PTC>PTS>SQC 14.5 15.0 11.4 11.9 0.500 PTC>PTS>PTC>PTS>SQC 15.0 15.1 11.9 12.0 0.100 PTC>PTS>SQC 15.1 15.4 12.0 12.3 0.300 PTC>PTS>PTC>PTS>SQC 15.4 15.5 12.3 12.4 0.100 SQC 15.5 15.8 12.4 12.7 0.300 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: 10 WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=27.50 degrees. WARNING. gmdata: soil layer # 4; BDEN=10.50 kN/m^3 is inconsistent with PHI=27.50 degrees. WARNING. gmdata: soil layer # 6; BDEN=8.35 kN/m^3 is inconsistent with PHI=30.00 degrees. WARNING. gmdata: soil layer # 9; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3]. WARNING. gmdata: soil layer # 10; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=52.00 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=55.00 kPa. WARNING. gmdata: soil layer # 11; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=65.00 kPa. WARNING. gmdata: soil layer # 12; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=65.00 kPa. WARNING. gmdata: soil layer # 13; PHI 10 in top 1.5B [?simplify ground model]. z_tip_penetration [m]: 10.8 out_sp_pen_sub: END --- > input file: "JOB.I01" output file: "JOB.O01" iso_19905_1: normal program end