
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 05:42:29 on 20-MAY-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].

RUN TITLE                               

iso_19905_1: nlines_errors  :    5
iso_19905_1: nlines_warnings:    6

test_v_asc: elements    2 and    3 not in ascending order.
ERROR. gmdata: SOIL_MAT layer depths Z must be in ascending order.
ERROR. spfdat: V_SPUD_TOTAL <= 0 m^3.
ERROR. spfdat: P_SPUD <= 0 kN.
ERROR. spfdat: number of spudcan widths NUMSP_BH must be at least 1.

WARNING. gmdata: soil layer # 1; BDEN=10.00 kN/m^3 is inconsistent with PHI=28.00 degrees.
WARNING. gmdata: soil layer # 1; BDEN=10.00 kN/m^3 is inconsistent with PHI=28.00 degrees.
WARNING. gmdata: soil layer # 2; SU_TOP, SIGV=0.00 kPa; PSI=SU/SIGV=50000.00 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 2; SU_BOT, SIGV=0.00 kPa; PSI=SU/SIGV=Infinity is outside typical range [0.15 - 4].
WARNING. spfdat: spudcan volume V_SPUDCAN=0 m^3 is outside typical range [30 - 500].
WARNING. spfdat: maximum spudcan preload P_SPUD=0.00 kN is outside typical range [10e3 - 100e3].

iso_19905_1: fatal error(s). STOP.
