
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 04:06:05 on 24-JUL-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].

DC44_SOFF_CPT001UB_HAKURYU12            

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   36)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      1.00      0.00      0.00     0.900       GSC
  1.00      2.30      0.00     0.450      1.30       SQC
  2.30      4.60     0.450      2.75      2.30       PTS>SQC
  4.60      4.90      2.75      3.05     0.300       PTS>PTC>GSC
  4.90      5.60      3.05      3.75     0.700       PTC>GSC
  5.60      11.4      3.75      9.55      5.80       GSC
  11.4      15.4      9.55      13.6      4.00       SQC
  15.4      15.5      13.6      13.7     0.100       PTC>PTS>PTC>PTS>SQC
  15.5      15.6      13.7      13.8     0.100       SQC
  15.6      15.8      13.8      14.0     0.200       PTC>PTS>PTC>PTS>SQC
  15.8      15.9      14.0      14.1     0.100       PTC>PTS>SQC
  15.9      16.2      14.1      14.3     0.300       PTC>PTS>PTC>PTS>SQC
  16.2      16.3      14.3      14.5     0.100       PTC>PTS>SQC
  16.3      16.4      14.5      14.6     0.100       SQC
  16.4      16.6      14.6      14.8     0.200       PTC>PTS>PTC>PTS>SQC
  16.6      16.7      14.8      14.8     0.100       PTC>PTS>SQC
  16.7      16.8      14.8      15.0     0.100       PTC>PTS>PTC>PTS>SQC
  16.8      16.9      15.0      15.1     0.100       SQC
  16.9      17.0      15.1      15.2     0.100       PTC>PTS>SQC
  17.0      17.2      15.2      15.3     0.200       PTC>PTS>PTC>PTS>SQC
  17.2      17.8      15.3      16.0     0.600       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  17.8      17.9      16.0      16.1     0.100       PTC>PTS>SQC
  17.9      18.4      16.1      16.6     0.500       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  18.4      18.5      16.6      16.6     0.100       PTC>PTS>PTC>PTS>SQC
  18.5      18.6      16.6      16.8     0.100       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  18.6      18.7      16.8      16.8     0.100       SQC
  18.7      19.3      16.8      17.4     0.600       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  19.3      19.6      17.4      17.8     0.300       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  19.6      20.0      17.8      18.1     0.400       PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  20.0      20.4      18.1      18.6     0.400       PTC>PTS>PTC>PTS>PTC>PTS>GSC
  20.4      21.0      18.6      19.1     0.600       PTS>PTC>PTS>PTC>PTS>GSC
  21.0      21.5      19.1      19.6     0.500       PTC>PTS>PTC>PTS>GSC
  21.5      21.9      19.6      20.1     0.400       PTS>PTC>PTS>GSC
  21.9      23.6      20.1      21.8      1.70       PTC>PTS>GSC
  23.6      29.4      21.8      27.6      5.80       PTS>GSC
  29.4      30.7      27.6      28.9      1.30       GSC
 -------------------------------------------------------------------
  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:   14

WARNING. gmdata: soil layer # 1;buoyant unit weight BDEN=1.80 is outside typical CLAY range [2 - 13].
WARNING. gmdata: soil layer # 2; BDEN=7.60 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=3.00 kPa; PSI=SU/SIGV=16.66 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.40 kN/m^3 is inconsistent with SU_BOT=75.00 kPa.
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=25.20 kPa; PSI=SU/SIGV=4.60 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=7.88 kN/m^3 is inconsistent with SU_TOP=116.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.88 kN/m^3 is inconsistent with SU_BOT=126.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=9.40 kN/m^3 is inconsistent with SU_TOP=300.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=8.40 kN/m^3 is inconsistent with SU_TOP=215.00 kPa.
WARNING. spfdat: spudcan volume V_SPUDCAN=822 m^3 is outside typical range [30 - 500].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=162 degrees is outside typical range [110 - 150].
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   91900.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.28    
out_sp_pen_sub: END --- >


input   file: "JOB.I01"
output  file: "JOB.O01"
iso_19905_1: normal program end
