Spudpen Files: Overview

1. Report: Project Identification Data
Report Name:Test
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 14:13:25 on 08-DEC-2023
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].

SIMPLIFIED BASE CASE 2 D=6M SU=1.25Z WITH VHM=0, 759, 6071 SHOULD GIVE L=2D = 12M

iso_19905_1: nlines_errors : 7
iso_19905_1: nlines_warnings: 2

ERROR. pidata: CPROG = "CAISSON_VHM". CPROG must be "ISO_19905_1"
ERROR. gmdata: SOIL_MAT layer # 1; SU_TOP > 0 & PHI > 0.
ERROR. gmdata: SOIL_MAT layer # 1; SU_BOT > 0 & PHI > 0.
ERROR. spfdat: SPGEOM = " 10"
ERROR. spfdat: SPGEOM must be "CIRCULAR"
readn1: input conversion error
ERROR. spfdat: reading card 3.4 P_SPUD.

WARNING. gmdata: soil layer # 1; BDEN=6.00 kN/m^3 is inconsistent with PHI=40.00 degrees.
WARNING. spfdat: spudcan volume V_SPUDCAN=1 m^3 is outside typical range [30 - 500].

iso_19905_1: fatal error(s). STOP.