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Spudpen Files: Overview

1. Report: Project Identification Data
Report Name:	DC05_SSS_SON_CPT002BE_Ensco
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 11:40:06 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_SON_CPT002BE_ENSCO out_sp_pen_sub: GSS 3.40 5.10 0.300 2.00 1.70 GSS 5.10 7.00 2.00 3.90 1.90 PTS>GSC 7.00 8.00 3.90 4.90 1.00 GSC 8.00 12.4 4.90 9.30 4.40 SQC 12.4 12.6 9.30 9.50 0.200 PTC>PTS>SQC 12.6 12.7 9.50 9.60 0.100 SQC 12.7 12.8 9.60 9.70 0.100 PTC>PTS>SQC 12.8 13.1 9.70 10.0 0.300 PTC>PTS>PTC>PTS>SQC 13.1 13.2 10.0 10.1 0.100 PTC>PTS>SQC 13.2 13.6 10.1 10.5 0.400 PTC>PTS>PTC>PTS>SQC 13.6 13.7 10.5 10.6 0.100 PTC>PTS>SQC 13.7 13.9 10.6 10.8 0.200 PTC>PTS>PTC>PTS>SQC 13.9 14.0 10.8 10.9 0.100 SQC 14.0 14.1 10.9 11.0 0.100 PTC>PTS>PTC>PTS>SQC 14.1 14.2 11.0 11.1 0.100 PTC>PTS>SQC 14.2 14.3 11.1 11.2 0.100 PTC>PTS>PTC>PTS>SQC 14.3 14.7 11.2 11.6 0.400 PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 14.7 15.8 11.6 12.7 1.10 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 15.8 16.4 12.7 13.3 0.600 PTC>PTS>PTC>PTC>PTS>PTS>GSC 16.4 17.4 13.3 14.3 1.00 PTS>PTC>PTC>PTS>PTS>GSC 17.4 17.9 14.3 14.8 0.500 PTC>PTC>PTS>PTS>GSC 17.9 18.4 14.8 15.3 0.500 PTC>PTS>PTS>GSC 18.4 19.8 15.3 16.7 1.40 PTS>PTS>GSC 19.8 21.0 16.7 17.9 1.20 PTS>GSC 21.0 30.0 17.9 26.9 9.00 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: 10 WARNING. gmdata: soil layer # 1; SU_BOT, SIGV=0.75 kPa; PSI=SU/SIGV=12.66 is outside typical range [0.15 - 4]. WARNING. gmdata: soil layer # 3; BDEN=6.50 kN/m^3 is inconsistent with SU_BOT=55.00 kPa. WARNING. gmdata: soil layer # 4; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=55.00 kPa. WARNING. gmdata: soil layer # 6; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=64.50 kPa. WARNING. gmdata: soil layer # 8; BDEN=6.70 kN/m^3 is inconsistent with SU_TOP=59.50 kPa. WARNING. gmdata: soil layer # 9; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=80.00 kPa. WARNING. gmdata: soil layer # 11; PHI 10 in top 1.5B [?simplify ground model]. z_tip_penetration [m]: 8.00 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 11:40:06 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]: 1.72 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]: 129.9797 Qv_SQC, ISO 19905-1 Equation A.9.3-10, SQC squeezing resistance in CLAY [kN]: 152.3942 * Qv_D_clay, GSC or SQC in CLAY [kN]: 152.3942 Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 152.3942 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]: 0.543 V_D, ISO 19905-1 Fig.A.9.3-6, row2, spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 0.543 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]: 152.3942 B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 2.535543 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]: 154.9288 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 0.246 0.200 0.00 0.492 0.300 0.00 0.738 0.400 0.00 0.984 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 0.246 0.200 0.00 0.492 0.300 0.00 0.738 0.400 0.00 0.984 0.500 0.00 1.23 0.600 0.00 1.48 0.700 0.00 1.72 0.800 0.00 1.97 0.900 0.00 2.21 1.00 0.00 2.46 1.10 0.00 2.70 1.20 0.00 2.95 1.30 0.00 3.52 1.40 0.00 4.18 1.50 0.00 4.83 1.60 0.00 5.49 1.70 0.00 6.14 1.80 0.00 6.79 1.90 0.00 7.45 2.00 0.00 8.10 2.10 0.00 8.76 2.20 0.00 9.41 2.30 0.00 10.1 2.40 0.00 10.7 2.50 0.00 11.4 2.60 0.00 12.0 2.70 0.00 12.7 2.80 0.00 13.3 2.90 0.00 14.0 3.00 0.00 14.6 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 0.250E-02 0.2500000E-02 0.1000000E-02 0.1000000E-02 0.00 0.158E-02 0.158E-02 0.396E-02 0.1000000E-02 2.652647 2.655605 0.00 0.127E-01 0.127E-01 0.317E-01 0.1000000E-02 10.61059 10.64125 0.00 0.427E-01 0.427E-01 0.107 0.1000000E-02 23.87382 23.97979 0.00 0.101 0.101 0.350 0.1000000E-02 43.90363 44.25241 1.23 0.00 0.198 0.198 0.795 0.1000000E-02 71.65033 72.44412 1.48 0.00 0.342 0.342 1.51 0.1000000E-02 107.5698 109.0742 1.72 0.00 0.543 0.543 2.54 0.1000000E-02 152.3942 154.9288 1.97 0.00 0.811 0.811 3.95 0.1000000E-02 206.8559 210.8082 2.21 0.00 1.15 1.15 5.81 0.1000000E-02 271.6870 277.4975 2.46 0.00 1.58 1.58 8.17 0.1000000E-02 347.6197 355.7864 2.70 0.00 2.11 2.11 11.1 0.1000000E-02 435.3863 446.4754 2.95 0.00 2.74 2.74 14.6 0.1000000E-02 535.7189 550.3596 3.52 0.00 3.54 3.54 19.2 0.1000000E-02 822.1352 841.3520 4.18 0.00 4.71 4.71 25.8 0.1000000E-02 1249.522 1275.370 4.83 0.00 6.31 6.31 35.0 0.1000000E-02 1796.908 1831.859 5.49 0.00 8.40 8.40 47.0 0.1000000E-02 2478.084 2525.048 6.14 0.00 11.1 11.1 62.3 0.1000000E-02 3306.842 3369.096 6.79 0.00 14.3 14.3 81.3 0.1000000E-02 4296.972 4378.232 7.45 0.00 18.3 18.3 105. 0.1000000E-02 5462.266 5566.833 8.10 0.00 23.1 23.1 132. 0.1000000E-02 6816.515 6948.871 8.76 0.00 28.7 28.7 165. 0.1000000E-02 8373.510 8538.461 9.41 0.00 35.2 35.2 203. 0.1000000E-02 10147.04 10350.33 10.1 0.00 42.6 42.6 247. 0.1000000E-02 12150.90 12398.34 10.7 0.00 51.1 51.1 298. 0.1000000E-02 14398.88 14696.63 11.4 0.00 60.7 60.7 355. 0.1000000E-02 16904.77 17259.29 12.0 0.00 71.4 71.4 418. 0.1000000E-02 19682.36 20100.78 12.7 0.00 83.4 83.4 491. 0.1000000E-02 22745.45 23236.18 13.3 0.00 96.7 96.7 570. 0.1000000E-02 26107.82 26678.20 14.0 0.00 111. 111. 659. 0.1000000E-02 29783.26 30441.78 14.6 0.00 128. 128. 754. 0.1000000E-02 33785.57 34539.93 15.3 0.00 145. 145. 861. 0.1000000E-02 38128.53 38989.22 15.3 0.00 163. 145. 878. 1.007263 40687.86 41564.77 15.3 0.00 180. 145. 897. 4.031866 38352.65 39245.21 15.3 0.278E-15 197. 145. 914. 8.976779 36017.44 36922.65 15.3 0.100 197. 145. 914. 12.36683 37596.09 38497.91 15.3 0.200 197. 145. 914. 14.40797 39181.07 40080.84 15.3 0.300 197. 145. 914. 15.79239 40775.89 41674.28 15.3 0.400 197. 145. 914. 16.75083 42367.16 43264.59 15.3 0.500 197. 145. 914. 17.49629 43977.43 44874.19 15.3 0.600 197. 145. 915. 18.06426 45588.37 46485.47 15.3 0.700 197. 145. 916. 18.50798 47204.89 48102.45 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197. 145. 0.110E+04 26.04102 124107.5 125177.0 15.3 22.4 197. 145. 0.110E+04 26.03168 124376.0 125445.5 15.3 22.5 197. 145. 0.110E+04 26.11015 124644.4 125713.9 15.3 22.6 197. 145. 0.110E+04 26.07371 124912.8 125982.3 15.3 22.7 197. 145. 0.110E+04 26.06577 125181.1 126250.6 15.3 22.8 197. 145. 0.110E+04 26.05620 125449.3 126518.8 15.3 22.9 197. 145. 0.110E+04 26.08773 125717.5 126787.0 15.3 23.0 197. 145. 0.110E+04 26.11739 125985.6 127055.0 15.3 23.1 197. 145. 0.110E+04 26.09567 126253.6 127323.1 15.3 23.2 197. 145. 0.110E+04 26.11272 126521.6 127591.0 15.3 23.3 197. 145. 0.110E+04 26.08329 126789.5 127859.0 15.3 23.4 197. 145. 0.110E+04 26.06110 127057.3 128126.8 15.3 23.5 197. 145. 0.110E+04 26.07979 127325.1 128394.6 15.3 23.6 197. 145. 0.110E+04 26.13817 127592.8 128662.2 15.3 23.7 197. 145. 0.110E+04 26.12533 127860.5 128929.9 15.3 23.8 197. 145. 0.110E+04 26.12229 128128.0 129197.5 15.3 23.9 197. 145. 0.110E+04 26.09637 128395.6 129465.0 15.3 24.0 197. 145. 0.110E+04 26.12533 128663.0 129732.5 15.3 24.1 197. 145. 0.110E+04 26.11925 128930.4 129999.9 15.3 24.2 197. 145. 0.110E+04 26.69446 129197.8 130266.6 15.3 24.3 197. 145. 0.110E+04 26.69446 129465.0 130533.9 15.3 24.4 197. 145. 0.110E+04 26.69446 129732.2 130801.1 15.3 24.5 197. 145. 0.110E+04 26.69446 129999.4 131068.3 15.3 24.6 197. 145. 0.110E+04 26.69446 130266.5 131335.3 15.3 24.7 197. 145. 0.110E+04 26.69446 130533.5 131602.4 15.3 24.8 197. 145. 0.110E+04 26.69446 130800.5 131869.3 15.3 24.9 197. 145. 0.110E+04 26.69446 131067.4 132136.2 15.3 25.0 197. 145. 0.110E+04 26.69446 131334.2 132403.1 15.3 25.1 197. 145. 0.110E+04 26.16409 131601.0 132670.4 15.3 25.2 197. 145. 0.110E+04 26.17414 131867.7 132937.1 15.3 25.3 197. 145. 0.110E+04 26.18815 132134.4 133203.7 15.3 25.4 197. 145. 0.110E+04 26.17694 132401.0 133470.4 15.3 25.5 197. 145. 0.110E+04 26.18511 132667.5 133736.9 15.3 25.6 197. 145. 0.110E+04 26.19048 132934.0 134003.4 15.3 25.7 197. 145. 0.110E+04 26.19189 133200.4 134269.8 15.3 25.8 197. 145. 0.110E+04 26.20286 133466.8 134536.2 15.3 25.9 197. 145. 0.110E+04 26.21944 133733.1 134802.4 15.3 26.0 197. 145. 0.110E+04 26.25588 133999.3 135068.7 15.3 26.1 197. 145. 0.110E+04 26.22061 134265.5 135334.9 15.3 26.2 197. 145. 0.110E+04 26.20169 134531.7 135601.0 15.3 26.3 197. 145. 0.110E+04 26.20823 134797.8 135867.1 15.3 26.4 197. 145. 0.110E+04 26.19726 135063.8 136133.1 15.3 26.5 197. 145. 0.110E+04 26.20893 135329.7 136399.1 15.3 26.6 197. 145. 0.110E+04 26.20263 135595.6 136665.0 ------------------------------------------------------------------------------------ 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 2.652647 2.655605 GSC 10.61059 10.64125 GSC 23.87382 23.97979 GSC 43.90363 44.25241 SQC 71.65033 72.44412 SQC 107.5698 109.0742 SQC 152.3942 154.9288 SQC 206.8559 210.8082 SQC 271.6870 277.4975 SQC 347.6197 355.7864 SQC 435.3863 446.4754 SQC 535.7189 550.3596 SQC 822.1352 841.3520 SQC 1249.522 1275.370 SQC 1796.908 1831.859 SQC 2478.084 2525.048 SQC 3306.842 3369.096 SQC 4296.972 4378.232 SQC 5462.266 5566.833 SQC 6816.515 6948.871 SQC 8373.510 8538.461 SQC 10147.04 10350.33 SQC 12150.90 12398.34 SQC 14398.88 14696.63 SQC 16904.77 17259.29 SQC 19682.36 20100.78 SQC 22745.45 23236.18 SQC 26107.82 26678.20 SQC 29783.26 30441.78 SQC 33785.57 34539.93 SQC 38128.53 38989.22 SQC 40687.86 41564.77 PTC>GSS 38352.65 39245.21 PTC>GSS 36017.44 36922.65 GSS 37596.09 38497.91 GSS 39181.07 40080.84 GSS 40775.89 41674.28 GSS 42367.16 43264.59 GSS 43977.43 44874.19 GSS 45588.37 46485.47 GSS 47204.89 48102.45 GSS 48827.70 49725.79 GSS 50460.30 51359.00 GSS 52089.30 52988.64 GSS 53737.24 54637.26 GSS 55385.77 56286.50 GSS 57046.16 57947.79 GSS 58700.07 59602.46 GSS 60370.04 61273.29 GSS 62042.65 62946.66 GSS 62864.97 63769.88 PTS>GSC 62617.99 63523.74 PTS>GSC 62370.54 63277.09 PTS>GSC 62122.62 63029.98 PTS>GSC 61874.23 62782.51 PTS>GSC 61625.40 62534.53 PTS>GSC 61376.12 62286.11 PTS>GSC 61126.41 62037.21 PTS>GSC 60876.26 61788.01 PTS>GSC 60625.69 61538.30 PTS>GSC 60374.71 61288.28 PTS>GSC 60123.32 61037.74 PTS>GSC 59871.52 60786.97 PTS>GSC 59619.34 60535.66 PTS>GSC 59366.77 60283.98 PTS>GSC 59113.82 60031.88 PTS>GSC 58860.50 59779.43 PTS>GSC 58606.82 59526.64 PTS>GSC 58352.78 59273.47 PTS>GSC 56704.08 57625.74 GSC 57191.44 58113.04 GSC 57679.10 58600.67 GSC 58167.09 59088.61 GSC 58655.42 59576.90 GSC 59144.10 60065.54 GSC 59633.16 60554.58 GSC 60138.44 61059.83 GSC 60659.56 61580.90 GSC 61180.54 62101.85 GSC 66143.63 67064.93 SQC 66688.57 67609.82 SQC 67243.66 68164.90 SQC 67809.06 68730.33 SQC 68382.51 69305.09 SQC 68965.01 69888.94 SQC 69559.70 70484.97 SQC 70167.41 71094.17 SQC 70787.21 71715.28 SQC 71420.90 72350.45 SQC 72070.57 73001.46 SQC 72732.17 73664.45 SQC 73416.02 74349.66 SQC 74113.49 75048.56 SQC 74831.67 75768.09 SQC 75572.01 76509.91 SQC 76336.75 77276.01 SQC 77120.48 78061.09 SQC 77938.18 78880.11 SQC 78780.86 79724.43 SQC 79662.57 80617.48 SQC 80574.22 81541.39 SQC 81527.65 82506.15 SQC 82523.94 83514.23 SQC 83571.07 84572.70 SQC 84671.69 85685.55 SQC 85833.66 86858.86 SQC 87063.14 88100.15 SQC 88369.23 89417.55 SQC 89765.47 90826.06 SQC 91263.30 92335.06 SQC 92875.31 93950.71 SQC 94623.47 95701.32 SQC 96528.11 97610.08 SQC 98617.98 99702.80 SQC 100949.6 102036.6 SQC 103585.1 104673.3 SQC 106594.7 107685.5 SQC 110071.8 111164.0 SQC 114144.0 115238.4 SQC 118989.7 120085.3 SQC 124866.8 125965.0 SQC 132162.2 133262.0 SQC 141483.5 142595.3 SQC 145505.8 146629.2 PTC>PTS>SQC 150267.0 151400.2 PTC>PTS>SQC 154252.5 155395.8 SQC 153515.4 154671.1 PTC>PTS>SQC 157106.6 158272.8 PTC>PTS>PTC>PTS>SQC 158883.6 160049.8 PTC>PTS>PTC>PTS>SQC 160824.0 161990.2 PTC>PTS>PTC>PTS>SQC 161069.6 162235.7 PTC>PTS>SQC 160415.4 161591.2 PTC>PTS>PTC>PTS>SQC 162770.8 163946.5 PTC>PTS>PTC>PTS>SQC 165392.6 166568.3 PTC>PTS>PTC>PTS>SQC 168334.0 169509.6 PTC>PTS>PTC>PTS>SQC 170512.4 171688.0 PTC>PTS>SQC 169123.8 170309.5 PTC>PTS>PTC>PTS>SQC 172931.0 174116.7 PTC>PTS>PTC>PTS>SQC 174291.3 175476.9 SQC 174864.6 176061.5 PTC>PTS>PTC>PTS>SQC 179804.2 181001.0 PTC>PTS>SQC 177487.3 178694.4 PTC>PTS>PTC>PTS>SQC 178660.8 179867.8 PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 176282.0 177488.6 PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 173903.3 175108.6 PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 171524.6 172730.3 PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 169145.9 170351.2 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 168538.3 169733.6 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 167930.2 169115.6 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 167321.5 168498.2 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 166712.2 167880.4 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 166102.4 167261.8 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 165492.0 166641.7 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 164881.0 166030.9 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 164269.6 165418.0 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 163657.6 164806.1 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 163045.1 164194.6 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 162432.1 163581.5 PTC>PTS>PTC>PTC>PTS>PTS>GSC 160018.1 161176.7 PTC>PTS>PTC>PTC>PTS>PTS>GSC 157604.2 158771.0 PTC>PTS>PTC>PTC>PTS>PTS>GSC 155190.2 156366.6 PTC>PTS>PTC>PTC>PTS>PTS>GSC 152776.2 153960.7 PTC>PTS>PTC>PTC>PTS>PTS>GSC 150362.2 151554.4 PTC>PTS>PTC>PTC>PTS>PTS>GSC 147948.3 149148.9 PTS>PTC>PTC>PTS>PTS>GSC 147387.5 148585.9 PTS>PTC>PTC>PTS>PTS>GSC 146826.3 148023.1 PTS>PTC>PTC>PTS>PTS>GSC 146264.5 147459.7 PTS>PTC>PTC>PTS>PTS>GSC 145702.1 146892.2 PTS>PTC>PTC>PTS>PTS>GSC 145139.2 146323.1 PTS>PTC>PTC>PTS>PTS>GSC 144575.9 145754.6 PTS>PTC>PTC>PTS>PTS>GSC 144012.0 145185.5 PTS>PTC>PTC>PTS>PTS>GSC 143447.6 144615.9 PTS>PTC>PTC>PTS>PTS>GSC 142882.8 144045.8 PTS>PTC>PTC>PTS>PTS>GSC 142317.5 143474.3 PTC>PTC>PTS>PTS>GSC 142247.9 143412.1 PTC>PTC>PTS>PTS>GSC 142178.4 143349.4 PTC>PTC>PTS>PTS>GSC 142108.9 143286.7 PTC>PTC>PTS>PTS>GSC 142039.4 143224.2 PTC>PTC>PTS>PTS>GSC 141395.5 142587.6 PTC>PTS>PTS>GSC 138914.0 140108.1 PTC>PTS>PTS>GSC 136432.5 137628.6 PTC>PTS>PTS>GSC 133951.0 135149.1 PTC>PTS>PTS>GSC 131469.5 132669.6 PTC>PTS>PTS>GSC 128988.0 130190.3 PTS>PTS>GSC 128454.2 129649.3 PTS>PTS>GSC 127920.0 129108.6 PTS>PTS>GSC 127385.6 128566.9 PTS>PTS>GSC 126850.8 128025.5 PTS>PTS>GSC 126315.8 127483.8 PTS>PTS>GSC 125780.4 126941.9 PTS>PTS>GSC 125244.8 126399.2 PTS>PTS>GSC 124708.9 125856.7 PTS>PTS>GSC 124172.8 125313.4 PTS>PTS>GSC 123636.5 124770.4 PTS>PTS>GSC 123099.9 124226.6 PTS>PTS>GSC 122563.1 123683.2 PTS>PTS>GSC 122026.0 123139.5 PTS>PTS>GSC 121488.8 122595.4 PTS>GSC 120935.6 122039.1 PTS>GSC 120382.4 121482.9 PTS>GSC 119829.3 120926.6 PTS>GSC 119276.2 120370.5 PTS>GSC 118723.2 119814.4 PTS>GSC 118170.2 119258.4 PTS>GSC 117617.2 118702.3 PTS>GSC 117064.4 118146.5 PTS>GSC 116511.7 117590.6 PTS>GSC 115959.0 117035.0 PTS>GSC 115406.5 116479.3 PTS>GSC 111407.4 112477.2 GSC 111679.4 112749.1 GSC 111951.3 113021.0 GSC 112223.1 113292.9 GSC 112494.8 113564.6 GSC 112766.5 113836.2 GSC 113038.1 114107.8 GSC 113309.6 114379.3 GSC 113581.0 114650.7 GSC 113852.3 114922.0 GSC 114123.6 115193.3 GSC 114394.7 115464.4 GSC 114665.8 115735.5 GSC 114936.9 116006.6 GSC 115207.8 116277.5 GSC 115478.7 116548.4 GSC 115749.5 116819.1 GSC 116020.2 117089.8 GSC 116290.8 117360.5 GSC 116561.4 117631.0 GSC 116831.9 117901.5 GSC 117102.3 118171.9 GSC 117372.6 118442.2 GSC 117642.9 118712.5 GSC 117913.1 118982.7 GSC 118183.2 119252.8 GSC 118453.2 119522.8 GSC 118723.2 119792.8 GSC 118993.1 120062.6 GSC 119262.9 120332.5 GSC 119532.6 120602.2 GSC 119802.3 120871.9 GSC 120071.9 121141.5 GSC 120341.4 121411.0 GSC 120610.9 121680.5 GSC 120880.3 121949.9 GSC 121149.6 122219.2 GSC 121418.8 122488.4 GSC 121688.0 122757.6 GSC 121957.1 123026.7 GSC 122226.2 123295.7 GSC 122495.1 123564.7 GSC 122764.0 123833.7 GSC 123032.9 124102.4 GSC 123301.6 124371.1 GSC 123570.3 124639.9 GSC 123839.0 124908.5 GSC 124107.5 125177.0 GSC 124376.0 125445.5 GSC 124644.4 125713.9 GSC 124912.8 125982.3 GSC 125181.1 126250.6 GSC 125449.3 126518.8 GSC 125717.5 126787.0 GSC 125985.6 127055.0 GSC 126253.6 127323.1 GSC 126521.6 127591.0 GSC 126789.5 127859.0 GSC 127057.3 128126.8 GSC 127325.1 128394.6 GSC 127592.8 128662.2 GSC 127860.5 128929.9 GSC 128128.0 129197.5 GSC 128395.6 129465.0 GSC 128663.0 129732.5 GSC 128930.4 129999.9 GSC 129197.8 130266.6 GSC 129465.0 130533.9 GSC 129732.2 130801.1 GSC 129999.4 131068.3 GSC 130266.5 131335.3 GSC 130533.5 131602.4 GSC 130800.5 131869.3 GSC 131067.4 132136.2 GSC 131334.2 132403.1 GSC 131601.0 132670.4 GSC 131867.7 132937.1 GSC 132134.4 133203.7 GSC 132401.0 133470.4 GSC 132667.5 133736.9 GSC 132934.0 134003.4 GSC 133200.4 134269.8 GSC 133466.8 134536.2 GSC 133733.1 134802.4 GSC 133999.3 135068.7 GSC 134265.5 135334.9 GSC 134531.7 135601.0 GSC 134797.8 135867.1 GSC 135063.8 136133.1 GSC 135329.7 136399.1 GSC 135595.6 136665.0 GSC ------------------------------------------ B_eq Qv_Dpt V_L Qv_fmode [m] [kN] [kN] ------------------------------------------ out_sp_pen_sub: GSS 3.40 5.10 0.300 2.00 1.70 GSS 5.10 7.00 2.00 3.90 1.90 PTS>GSC 7.00 8.00 3.90 4.90 1.00 GSC 8.00 12.4 4.90 9.30 4.40 SQC 12.4 12.6 9.30 9.50 0.200 PTC>PTS>SQC 12.6 12.7 9.50 9.60 0.100 SQC 12.7 12.8 9.60 9.70 0.100 PTC>PTS>SQC 12.8 13.1 9.70 10.0 0.300 PTC>PTS>PTC>PTS>SQC 13.1 13.2 10.0 10.1 0.100 PTC>PTS>SQC 13.2 13.6 10.1 10.5 0.400 PTC>PTS>PTC>PTS>SQC 13.6 13.7 10.5 10.6 0.100 PTC>PTS>SQC 13.7 13.9 10.6 10.8 0.200 PTC>PTS>PTC>PTS>SQC 13.9 14.0 10.8 10.9 0.100 SQC 14.0 14.1 10.9 11.0 0.100 PTC>PTS>PTC>PTS>SQC 14.1 14.2 11.0 11.1 0.100 PTC>PTS>SQC 14.2 14.3 11.1 11.2 0.100 PTC>PTS>PTC>PTS>SQC 14.3 14.7 11.2 11.6 0.400 PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 14.7 15.8 11.6 12.7 1.10 PTS>PTC>PTS>PTC>PTC>PTS>PTS>GSC 15.8 16.4 12.7 13.3 0.600 PTC>PTS>PTC>PTC>PTS>PTS>GSC 16.4 17.4 13.3 14.3 1.00 PTS>PTC>PTC>PTS>PTS>GSC 17.4 17.9 14.3 14.8 0.500 PTC>PTC>PTS>PTS>GSC 17.9 18.4 14.8 15.3 0.500 PTC>PTS>PTS>GSC 18.4 19.8 15.3 16.7 1.40 PTS>PTS>GSC 19.8 21.0 16.7 17.9 1.20 PTS>GSC 21.0 30.0 17.9 26.9 9.00 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: 10 WARNING. gmdata: soil layer # 1; SU_BOT, SIGV=0.75 kPa; PSI=SU/SIGV=12.66 is outside typical range [0.15 - 4]. WARNING. gmdata: soil layer # 3; BDEN=6.50 kN/m^3 is inconsistent with SU_BOT=55.00 kPa. WARNING. gmdata: soil layer # 4; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=55.00 kPa. WARNING. gmdata: soil layer # 6; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=64.50 kPa. WARNING. gmdata: soil layer # 8; BDEN=6.70 kN/m^3 is inconsistent with SU_TOP=59.50 kPa. WARNING. gmdata: soil layer # 9; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=80.00 kPa. WARNING. gmdata: soil layer # 11; PHI 10 in top 1.5B [?simplify ground model]. z_tip_penetration [m]: 8.00 out_sp_pen_sub: END --- > input file: "JOB.I01" output file: "JOB.O01" iso_19905_1: normal program end