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1. Report: Project Identification Data
Report Name:s
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 08:25:24 on 07-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].

PER_A

iso_19905_1: nlines_errors : 1
iso_19905_1: nlines_warnings: 2

ERROR. gmdata: SOIL_MAT layer # 3; SU_BOT < SU_TOP.

WARNING. gmdata: soil layer # 2; BDEN=4.70 kN/m^3 is inconsistent with SU_BOT=34.00 kPa.
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=160 degrees is outside typical range [110 – 150].

iso_19905_1: fatal error(s). STOP.

Output file contents

p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 08:25:24 on 07-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:

iso_19905_1: nlines_errors : 1
iso_19905_1: nlines_warnings: 2

ERROR. gmdata: SOIL_MAT layer # 3; SU_BOT < SU_TOP.

WARNING. gmdata: soil layer # 2; BDEN=4.70 kN/m^3 is inconsistent with SU_BOT=34.00 kPa.
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=160 degrees is outside typical range [110 – 150].

iso_19905_1: fatal error(s). STOP.