p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 14:21:39 on 15-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].
SQUEEZING_COPY.I01 – AS SQUEEZING.I01 (PAL EMAIL, 00.02) BUT I_SQC=1 ADDED (00.03)
soil_mat_adjust: new SOIL_MAT
soil_mat_adjust: z_tip [m]: 3.10
soil_mat_adjust: D , layer# [m],[-]: 2.40 1
soil_mat_adjust: D_pt, layer# [m],[-]: 8.80 2
soil_mat_adjust: removed soil layer [-]: 2
soil_mat_adjust: new SOIL_MAT
soil_mat_adjust: z_tip [m]: 4.00
soil_mat_adjust: D , layer# [m],[-]: 3.12 1
soil_mat_adjust: D_pt, layer# [m],[-]: 10.7 3
soil_mat_adjust: removed soil layer [-]: 3
out_sp_pen_sub: SQC
2.20 2.70 1.40 1.90 0.500 PTS>PTC>PTS>SQC
2.70 2.80 1.90 2.00 0.100 PTS>SQC
2.80 3.10 2.00 2.30 0.300 PTS>PTC>PTS>SQC
3.10 3.20 2.30 2.40 0.100 PTS>SQC
3.20 4.00 2.40 3.12 0.800 GSS
4.00 4.10 3.12 3.22 0.100 PTS>PTS>SQC
4.10 12.6 3.22 11.7 8.50 GSS
12.6 17.9 11.7 17.0 5.30 PTS>GSS
17.9 21.0 17.0 20.1 3.10 GSS
——————————————————————-
from to from to thickness
z_tip z_tip D D T Qv_fmode
[m] [m] [m] [m] [m] [-]
——————————————————————-
z_tip_penetration [m]: 2.94
out_sp_pen_sub: END — >
soil_mat_adjust: new SOIL_MAT
soil_mat_adjust: z_tip [m]: 3.10
soil_mat_adjust: D , layer# [m],[-]: 2.40 1
soil_mat_adjust: D_pt, layer# [m],[-]: 8.80 2
soil_mat_adjust: removed soil layer [-]: 2
soil_mat_adjust: new SOIL_MAT
soil_mat_adjust: z_tip [m]: 4.00
soil_mat_adjust: D , layer# [m],[-]: 3.12 1
soil_mat_adjust: D_pt, layer# [m],[-]: 10.7 3
soil_mat_adjust: removed soil layer [-]: 3
out_sp_pen_sub: SQC
2.20 2.70 1.40 1.90 0.500 PTS>PTC>PTS>SQC
2.70 2.80 1.90 2.00 0.100 PTS>SQC
2.80 3.10 2.00 2.30 0.300 PTS>PTC>PTS>SQC
3.10 3.20 2.30 2.40 0.100 PTS>SQC
3.20 4.00 2.40 3.12 0.800 GSS
4.00 4.10 3.12 3.22 0.100 PTS>PTS>SQC
4.10 10.5 3.22 9.62 6.40 GSS
10.5 11.7 9.62 10.8 1.20 PTS>PTS>GSS
11.7 17.9 10.8 17.0 6.20 PTS>GSS
17.9 21.0 17.0 20.1 3.10 GSS
——————————————————————-
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: 7
WARNING. gmdata: soil layer # 2; BDEN=9.80 kN/m^3 is inconsistent with SU_TOP=43.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=8.80 kN/m^3 is inconsistent with PHI=34.00 degrees.
WARNING. gmdata: soil layer # 5; BDEN=8.80 kN/m^3 is inconsistent with PHI=34.00 degrees.
WARNING. spfdat: maximum spudcan height SP_H_MAX=0.88 m is outside typical range [1 – 10].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=159 degrees is outside typical range [110 – 150].
WARNING. spfdat: base of ground profile ZBOT exceeds 2.5 B;
WARNING. spfdat: ?decrease ZBOT.
z_tip_penetration [m]: 2.94
out_sp_pen_sub: END — >
input file: “JOB.I01”
output file: “SQUEEZING_COPY.O01”
iso_19905_1: normal program end
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