
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:46:22 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_CPT002BE_HAKURYU12             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   37)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.10      0.00     0.250      2.00       SQC
  2.10      2.20     0.250     0.350     0.100       PTC>GSS
  2.20      4.30     0.350      2.45      2.10       GSS
  4.30      5.80      2.45      3.95      1.50       PTC>GSS
  5.80      6.20      3.95      4.35     0.400       GSS
  6.20      10.6      4.35      8.75      4.40       GSC
  10.6      13.0      8.75      11.2      2.40       SQC
  13.0      13.2      11.2      11.4     0.200       PTC>PTC>SQC
  13.2      13.3      11.4      11.5     0.100       SQC
  13.3      13.5      11.5      11.7     0.200       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      14.1      12.1      12.3     0.200       PTC>PTC>SQC
  14.1      14.2      12.3      12.4     0.100       SQC
  14.2      14.4      12.4      12.6     0.200       PTC>PTC>SQC
  14.4      14.5      12.6      12.7     0.100       SQC
  14.5      14.6      12.7      12.8     0.100       PTC>PTC>SQC
  14.6      14.7      12.8      12.9     0.100       SQC
  14.7      14.9      12.9      13.1     0.200       PTC>PTC>SQC
  14.9      15.0      13.1      13.2     0.100       SQC
  15.0      15.1      13.2      13.3     0.100       PTC>PTC>SQC
  15.1      15.2      13.3      13.4     0.100       SQC
  15.2      15.3      13.4      13.5     0.100       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      17.1      14.3      15.3      1.00       PTC>PTC>PTC>PTC>PTS>PTS>GSC
  17.1      17.6      15.3      15.8     0.500       PTC>PTC>PTC>PTS>PTS>GSC
  17.6      18.6      15.8      16.8      1.00       PTC>PTC>PTS>PTS>GSC
  18.6      19.4      16.8      17.6     0.800       PTC>PTS>PTS>GSC
  19.4      20.7      17.6      18.9      1.30       PTS>PTS>GSC
  20.7      20.8      18.9      18.9     0.100       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:   15

WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=12.15 kPa; PSI=SU/SIGV=4.36 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=53.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=77.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.55 kN/m^3 is inconsistent with SU_TOP=56.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.55 kN/m^3 is inconsistent with SU_BOT=63.00 kPa.
WARNING. gmdata: soil layer # 6; SU_TOP, SIGV=82.90 kPa; PSI=SU/SIGV=4.07 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 6; BDEN=9.25 kN/m^3 is inconsistent with SU_TOP=337.50 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=54.50 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_BOT=62.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=137.50 kPa.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=62.50 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]:       4.25    
   z_tip_end_PT           [m]:       6.18    
   PT_height              [m]:       1.93    
 > z_tip_penetration      [m]:       6.18    
out_sp_pen_sub: END --- >


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