
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:57:37 on 12-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].

DC28_SON_CPT001LB_HAKURYU12             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   59)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.30      0.00     0.450      2.20       SQC
  2.30      3.50     0.450      1.65      1.20       GSS
  3.50      4.90      1.65      3.05      1.40       PTS>SQC
  4.90      7.90      3.05      6.05      3.00       PTS>PTC>PTS>GSC
  7.90      8.70      6.05      6.85     0.800       PTC>PTS>GSC
  8.70      9.40      6.85      7.55     0.700       PTS>GSC
  9.40      12.7      7.55      10.9      3.30       GSC
  12.7      15.5      10.9      13.7      2.80       SQC
  15.5      15.9      13.7      14.1     0.400       PTC>SQC
  15.9      16.3      14.1      14.5     0.400       GSC
  16.3      16.4      14.5      14.6     0.100       PTC>SQC
  16.4      16.7      14.6      14.8     0.300       GSC
  16.7      17.2      14.8      15.3     0.500       SQC
  17.2      17.3      15.3      15.5     0.100       PTC>SQC
  17.3      17.9      15.5      16.1     0.600       SQC
  17.9      18.0      16.1      16.1     0.100       PTC>PTS>SQC
  18.0      18.1      16.1      16.2     0.100       SQC
  18.1      18.5      16.2      16.6     0.400       PTC>PTS>SQC
  18.5      18.7      16.6      16.8     0.200       PTC>PTS>PTC>PTC>PTS>SQC
  18.7      18.8      16.8      16.9     0.100       PTC>PTS>SQC
  18.8      18.9      16.9      17.1     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  18.9      19.0      17.1      17.1     0.100       PTC>PTS>SQC
  19.0      19.1      17.1      17.2     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  19.1      19.2      17.2      17.4     0.100       SQC
  19.2      19.3      17.4      17.4     0.100       PTC>PTS>SQC
  19.3      19.5      17.4      17.6     0.200       PTC>PTS>PTC>PTC>PTS>SQC
  19.5      20.1      17.6      18.2     0.600       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  20.1      20.2      18.2      18.4     0.100       PTC>PTS>SQC
  20.2      20.6      18.4      18.8     0.400       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  20.6      20.7      18.8      18.9     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  20.7      21.4      18.9      19.6     0.700       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.4      21.5      19.6      19.6     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  21.5      21.7      19.6      19.9     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.7      21.8      19.9      19.9     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  21.8      22.1      19.9      20.2     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.1      22.2      20.2      20.4     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  22.2      22.3      20.4      20.4     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.3      22.4      20.4      20.6     0.100       PTC>PTS>SQC
  22.4      22.7      20.6      20.9     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.7      22.8      20.9      20.9     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  22.8      22.9      20.9      21.1     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.9      23.0      21.1      21.1     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  23.0      23.1      21.1      21.2     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.1      23.2      21.2      21.4     0.100       PTC>PTS>SQC
  23.2      23.3      21.4      21.4     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  23.3      23.5      21.4      21.6     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.5      23.6      21.6      21.8     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  23.6      23.7      21.8      21.9     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  23.7      23.8      21.9      21.9     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.8      24.1      21.9      22.2     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  24.1      24.5      22.2      22.6     0.400       PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  24.5      24.9      22.6      23.1     0.400       PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  24.9      25.1      23.1      23.2     0.200       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  25.1      27.5      23.2      25.6      2.40       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  27.5      28.0      25.6      26.1     0.500       PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  28.0      28.9      26.1      27.1     0.900       PTS>PTC>PTS>PTC>PTC>PTS>GSC
  28.9      29.5      27.1      27.6     0.600       PTC>PTS>PTC>PTC>PTS>GSC
  29.5      30.1      27.6      28.2     0.600       PTS>PTC>PTC>PTS>GSC
  30.1      30.7      28.2      28.9     0.600       PTC>PTC>PTS>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:   13

WARNING. gmdata: soil layer # 4; BDEN=9.50 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 9; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=6.90 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=66.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=67.00 kPa.
WARNING. gmdata: soil layer # 15; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 16; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 17; BDEN=7.70 kN/m^3 is inconsistent with SU_TOP=90.00 kPa.
WARNING. gmdata: soil layer # 18; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 19; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=75.00 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]:         T
   z_tip_start_PT         [m]:       4.31    
   z_tip_end_PT           [m]:       13.1    
   PT_height              [m]:       8.78    
 > z_tip_penetration      [m]:       13.1    
out_sp_pen_sub: END --- >


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