
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 17:03:32 on 28-JUL-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].

Q23-AS-PWD_SOFF_CPT003_UB_DUKHAN        

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     0.600      0.00      0.00     0.300       SQC
 0.600      1.30      0.00      0.00     0.700       GSC
  1.30      3.60      0.00     0.500      2.30       SQC
  3.60      4.40     0.500      1.30     0.800       GSS
  4.40      4.90      1.30      1.80     0.500       PTC>GSS
  4.90      6.50      1.80      3.40      1.60       GSS
  6.50      7.00      3.40      3.90     0.500       PTC>PTS>SQC
  7.00      7.10      3.90      4.00     0.100       GSS
  7.10      9.20      4.00      6.10      2.10       PTC>PTS>SQC
  9.20      9.90      6.10      6.80     0.700       PTC>PTS>PTC>PTS>GSC
  9.90      10.6      6.80      7.50     0.700       PTS>PTC>PTS>GSC
  10.6      11.3      7.50      8.20     0.700       PTC>PTS>GSC
  11.3      11.9      8.20      8.80     0.600       PTS>GSC
  11.9      12.5      8.80      9.40     0.600       GSC
  12.5      15.3      9.40      12.2      2.80       SQC
  15.3      15.6      12.2      12.5     0.300       PTC>PTS>SQC
  15.6      15.7      12.5      12.6     0.100       SQC
  15.7      16.2      12.6      13.1     0.500       PTC>PTS>SQC
  16.2      16.3      13.1      13.2     0.100       SQC
  16.3      16.7      13.2      13.6     0.400       PTC>PTS>SQC
  16.7      16.8      13.6      13.7     0.100       SQC
  16.8      17.0      13.7      13.9     0.200       PTC>PTS>SQC
  17.0      17.1      13.9      14.0     0.100       SQC
  17.1      17.4      14.0      14.3     0.300       PTC>PTS>SQC
  17.4      17.5      14.3      14.4     0.100       SQC
  17.5      17.6      14.4      14.5     0.100       PTC>PTS>PTC>PTS>SQC
  17.6      17.7      14.5      14.6     0.100       PTC>PTS>SQC
  17.7      17.8      14.6      14.7     0.100       PTC>PTS>PTC>PTS>SQC
  17.8      17.9      14.7      14.8     0.100       PTC>PTS>SQC
  17.9      18.0      14.8      14.9     0.100       SQC
  18.0      18.1      14.9      15.0     0.100       PTC>PTS>PTC>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       PTC>PTS>PTC>PTS>PTC>GSS
  18.2      18.3      15.1      15.2     0.100       PTS>PTC>PTS>PTC>GSS
 -------------------------------------------------------------------
  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 # 1;buoyant unit weight BDEN=1.80 is outside typical CLAY range [2 - 13].
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=6.50 kPa; PSI=SU/SIGV=16.15 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=10.25 kPa; PSI=SU/SIGV=12.19 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.50 kN/m^3 is inconsistent with SU_TOP=105.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.50 kN/m^3 is inconsistent with SU_BOT=125.00 kPa.
WARNING. gmdata: soil layer # 5; SU_TOP, SIGV=22.73 kPa; PSI=SU/SIGV=7.69 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 5; SU_BOT, SIGV=28.73 kPa; PSI=SU/SIGV=6.09 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 5; BDEN=7.50 kN/m^3 is inconsistent with SU_TOP=175.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.40 kN/m^3 is inconsistent with SU_TOP=58.50 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=95.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=120.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=10.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 13; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=110.00 kPa.
WARNING. spfdat: spudcan volume V_SPUDCAN=822 m^3 is outside typical range [30 - 500].
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   65700.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       4.34    
out_sp_pen_sub: END --- >


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