
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:57:59 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_SOFF_CPT001UB_SAPPHIRE             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   40)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.500      0.00      0.00     0.400       GSC
 0.500      2.50      0.00     0.650      2.00       SQC
  2.50      5.10     0.650      3.25      2.60       PTS>GSC
  5.10      12.8      3.25      11.0      7.70       GSC
  12.8      16.5      11.0      14.7      3.70       SQC
  16.5      16.6      14.7      14.8     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  16.6      16.7      14.8      14.8     0.100       SQC
  16.7      17.1      14.8      15.3     0.400       PTC>PTS>PTC>PTS>PTS>SQC
  17.1      17.2      15.3      15.3     0.100       SQC
  17.2      17.5      15.3      15.7     0.300       PTC>PTS>PTC>PTS>PTS>SQC
  17.5      17.6      15.7      15.8     0.100       SQC
  17.6      17.8      15.8      16.0     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  17.8      17.9      16.0      16.1     0.100       SQC
  17.9      18.1      16.1      16.2     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  18.1      18.2      16.2      16.3     0.100       SQC
  18.2      18.3      16.3      16.4     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  18.3      18.5      16.4      16.6     0.200       PTC>PTS>SQC
  18.5      18.6      16.6      16.8     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  18.6      18.7      16.8      16.8     0.100       SQC
  18.7      18.8      16.8      16.9     0.100       PTC>PTS>SQC
  18.8      19.1      16.9      17.2     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  19.1      19.2      17.2      17.4     0.100       PTC>PTS>SQC
  19.2      19.3      17.4      17.4     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  19.3      19.4      17.4      17.6     0.100       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  19.4      19.7      17.6      17.9     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  19.7      20.6      17.9      18.8     0.900       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  20.6      21.0      18.8      19.1     0.400       PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.0      21.4      19.1      19.6     0.400       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.4      21.5      19.6      19.6     0.100       PTS>PTS>PTC>PTS>PTS>PTC>SQC
  21.5      22.3      19.6      20.4     0.800       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.3      23.2      20.4      21.4     0.900       PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  23.2      23.4      21.4      21.6     0.200       PTC>PTS>PTS>PTC>PTC>PTS>GSC
  23.4      24.1      21.6      22.2     0.700       PTS>PTS>PTC>PTC>PTS>GSC
  24.1      24.6      22.2      22.8     0.500       PTS>PTC>PTC>PTS>GSC
  24.6      24.7      22.8      22.9     0.100       PTS>PTC>SQC
  24.7      27.6      22.9      25.8      2.90       PTS>PTC>PTC>PTS>GSC
  27.6      27.7      25.8      25.9     0.100       PTS>PTC>SQC
  27.7      28.8      25.9      26.9      1.10       PTS>PTC>PTC>PTS>GSC
  28.8      29.4      26.9      27.6     0.600       PTC>PTC>PTS>GSC
  29.4      30.1      27.6      28.2     0.700       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:   17

WARNING. gmdata: soil layer # 2; BDEN=6.25 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=6.25 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=17.54 kPa; PSI=SU/SIGV=4.21 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=6.90 kN/m^3 is inconsistent with SU_TOP=74.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.90 kN/m^3 is inconsistent with SU_BOT=84.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.30 kN/m^3 is inconsistent with SU_TOP=125.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=79.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=90.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=8.00 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 9; BDEN=8.00 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 12; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=120.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=35.00 degrees.
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].

 < P_spud                [kN]:   86710.40    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.44    
out_sp_pen_sub: END --- >


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