p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 10:44:36 on 05-SEP-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].
A_B_
iso_19905_1: nlines_errors : 3
iso_19905_1: nlines_warnings: 8
ERROR. gmdata: SOIL_MAT layer # 1; BDEN > 15 kN/m3.
readn1: input conversion error
ERROR. s__out: card 6.2 Z_TIP_VERIFY_MIN, Z_TIP_VERIFY_MAX.
WARNING. pidata: PFILE is not of tpe “.PDF”
WARNING. gmdata: soil layer # 1;buoyant unit weight BDEN=20.00 is outside typical CLAY range [2 – 13].
WARNING. gmdata: soil layer # 1; BDEN=20.00 kN/m^3 is inconsistent with SU_TOP=20.00 kPa.
WARNING. gmdata: soil layer # 1; BDEN=20.00 kN/m^3 is inconsistent with SU_BOT=30.00 kPa.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=120.00 kPa; PSI=SU/SIGV=0.08 is outside typical range [0.15 – 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=210.00 kPa; PSI=SU/SIGV=0.04 is outside typical range [0.15 – 4].
WARNING. gmdata: soil layer # 3; BDEN=9.00 kN/m^3 is inconsistent with SU_TOP=10.00 kPa.
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=153 degrees is outside typical range [110 – 150].
iso_19905_1: fatal error(s). STOP.
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