
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:13:45 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_BH001UB_HAKURYU12              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   34)
 -------------------------------------------------------------------
  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      1.00      0.00      0.00     0.700       SQC
  1.00      1.20      0.00      0.00     0.200       GSC
  1.20      2.50      0.00     0.650      1.30       SQC
  2.50      4.20     0.650      2.35      1.70       PTS>PTC>PTS>GSC
  4.20      5.50      2.35      3.65      1.30       PTC>PTS>GSC
  5.50      6.00      3.65      4.15     0.500       PTS>GSC
  6.00      10.2      4.15      8.35      4.20       GSC
  10.2      13.6      8.35      11.8      3.40       SQC
  13.6      13.9      11.8      12.1     0.300       PTC>PTC>SQC
  13.9      14.0      12.1      12.2     0.100       SQC
  14.0      14.2      12.2      12.4     0.200       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      14.8      12.8      13.0     0.200       PTC>PTC>SQC
  14.8      14.9      13.0      13.1     0.100       SQC
  14.9      15.0      13.1      13.2     0.100       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      15.6      13.6      13.8     0.200       PTC>PTC>SQC
  15.6      15.7      13.8      13.9     0.100       SQC
  15.7      15.8      13.9      14.0     0.100       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      16.3      14.3      14.5     0.200       PTC>PTC>SQC
  16.3      16.4      14.5      14.6     0.100       SQC
  16.4      16.8      14.6      15.0     0.400       PTC>PTC>PTC>PTC>PTS>PTS>GSC
  16.8      17.5      15.0      15.7     0.700       PTC>PTC>PTC>PTS>PTS>GSC
  17.5      17.9      15.7      16.1     0.400       PTC>PTC>PTS>PTS>GSC
  17.9      19.6      16.1      17.8      1.70       PTC>PTS>PTS>GSC
  19.6      20.6      17.8      18.8      1.00       PTS>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:   11

WARNING. gmdata: soil layer # 1; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=1.50 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.90 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.90 kN/m^3 is inconsistent with SU_BOT=75.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.65 kN/m^3 is inconsistent with SU_TOP=71.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.65 kN/m^3 is inconsistent with SU_BOT=74.00 kPa.
WARNING. gmdata: soil layer # 7; SU_TOP, SIGV=102.48 kPa; PSI=SU/SIGV=4.87 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 7; SU_BOT, SIGV=108.95 kPa; PSI=SU/SIGV=4.58 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 7; BDEN=9.25 kN/m^3 is inconsistent with SU_TOP=500.00 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]:       2.47    
   z_tip_end_PT           [m]:       8.21    
   PT_height              [m]:       5.74    
 > z_tip_penetration      [m]:       8.21    
out_sp_pen_sub: END --- >


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