
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:27:00 on 19-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].

DC02_SON_CPT001LB_HAKURYU12             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   64)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.300      0.00      0.00     0.200       GSC
 0.300     0.900      0.00      0.00     0.600       SQC
 0.900      1.20      0.00      0.00     0.300       GSC
  1.20      2.50      0.00     0.650      1.30       SQC
  2.50      4.00     0.650      2.15      1.50       GSS
  4.00      4.20      2.15      2.35     0.200       SQC
  4.20      5.60      2.35      3.75      1.40       PTC>PTS>GSC
  5.60      6.20      3.75      4.35     0.600       PTS>GSC
  6.20      9.30      4.35      7.45      3.10       GSC
  9.30      9.70      7.45      7.85     0.400       SQC
  9.70      11.2      7.85      9.35      1.50       GSC
  11.2      13.4      9.35      11.6      2.20       SQC
  13.4      13.5      11.6      11.7     0.100       PTC>PTC>SQC
  13.5      13.6      11.7      11.8     0.100       SQC
  13.6      13.8      11.8      12.0     0.200       PTC>PTC>SQC
  13.8      13.9      12.0      12.1     0.100       SQC
  13.9      14.2      12.1      12.4     0.300       PTC>PTC>SQC
  14.2      14.3      12.4      12.5     0.100       SQC
  14.3      14.5      12.5      12.7     0.200       PTC>PTC>SQC
  14.5      14.6      12.7      12.8     0.100       SQC
  14.6      14.7      12.8      12.9     0.100       PTC>PTC>SQC
  14.7      14.8      12.9      13.0     0.100       SQC
  14.8      15.0      13.0      13.2     0.200       PTC>PTC>SQC
  15.0      15.1      13.2      13.3     0.100       SQC
  15.1      15.3      13.3      13.5     0.200       PTC>PTC>SQC
  15.3      15.4      13.5      13.6     0.100       SQC
  15.4      15.5      13.6      13.7     0.100       PTC>PTC>SQC
  15.5      15.6      13.7      13.8     0.100       SQC
  15.6      15.8      13.8      14.0     0.200       PTC>PTC>SQC
  15.8      15.9      14.0      14.1     0.100       SQC
  15.9      16.0      14.1      14.2     0.100       PTC>PTC>SQC
  16.0      16.1      14.2      14.3     0.100       SQC
  16.1      16.2      14.3      14.3     0.100       PTC>PTC>SQC
  16.2      16.4      14.3      14.6     0.200       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  16.4      16.5      14.6      14.7     0.100       SQC
  16.5      16.6      14.7      14.8     0.100       PTC>PTC>SQC
  16.6      17.3      14.8      15.5     0.700       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  17.3      17.4      15.5      15.6     0.100       PTC>PTC>SQC
  17.4      17.5      15.6      15.7     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  17.5      17.6      15.7      15.8     0.100       SQC
  17.6      17.7      15.8      15.8     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  17.7      17.8      15.8      16.0     0.100       PTC>PTC>PTC>SQC
  17.8      17.9      16.0      16.1     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  17.9      18.0      16.1      16.1     0.100       PTC>PTC>PTC>SQC
  18.0      18.1      16.1      16.2     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.1      18.2      16.2      16.3     0.100       PTC>PTC>PTC>SQC
  18.2      18.3      16.3      16.4     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.3      18.4      16.4      16.6     0.100       PTC>PTC>PTC>SQC
  18.4      18.5      16.6      16.6     0.100       PTC>PTC>SQC
  18.5      18.6      16.6      16.8     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.6      19.0      16.8      17.1     0.400       PTC>PTC>PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  19.0      19.6      17.1      17.8     0.600       PTC>PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  19.6      19.9      17.8      18.1     0.300       PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  19.9      21.1      18.1      19.2      1.20       PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  21.1      22.0      19.2      20.1     0.900       PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  22.0      22.9      20.1      21.1     0.900       PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  22.9      23.5      21.1      21.6     0.600       PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  23.5      24.3      21.6      22.4     0.800       PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  24.3      24.9      22.4      23.1     0.600       PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  24.9      27.0      23.1      25.1      2.10       PTS>PTS>PTC>PTC>PTC>PTC>GSC
  27.0      28.3      25.1      26.4      1.30       PTS>PTC>PTC>PTC>PTC>GSC
  28.3      28.9      26.4      27.1     0.600       PTC>PTC>PTC>PTC>GSC
  28.9      30.0      27.1      28.1      1.10       PTC>PTC>PTC>GSC
  30.0      30.1      28.1      28.2     0.100       PTC>PTC>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:   11

WARNING. gmdata: soil layer # 3; BDEN=6.60 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 9; BDEN=9.50 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; BDEN=7.35 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 13; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 14; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 18; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=60.00 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]:       3.99    
   z_tip_end_PT           [m]:       11.8    
   PT_height              [m]:       7.82    
 > z_tip_penetration      [m]:       11.8    
out_sp_pen_sub: END --- >


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