
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 17:41:20 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_SON_CPT001A_UB_DUKHAN        

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   52)
 -------------------------------------------------------------------
  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      3.80      0.00     0.700      3.30       SQC
  3.80      4.90     0.700      1.80      1.10       GSS
  4.90      8.00      1.80      4.90      3.10       PTS>PTC>PTS>SQC
  8.00      9.30      4.90      6.20      1.30       PTS>PTC>PTS>PTC>PTS>SQC
  9.30      9.40      6.20      6.30     0.100       PTS>PTC>PTS>SQC
  9.40      10.2      6.30      7.10     0.800       PTS>PTC>PTS>PTC>PTS>SQC
  10.2      10.3      7.10      7.20     0.100       PTS>PTC>PTS>SQC
  10.3      10.8      7.20      7.70     0.500       PTS>PTC>PTS>PTC>PTS>SQC
  10.8      10.9      7.70      7.80     0.100       PTS>PTC>PTS>SQC
  10.9      11.2      7.80      8.10     0.300       PTS>PTC>PTS>PTC>PTS>SQC
  11.2      11.3      8.10      8.20     0.100       PTS>SQC
  11.3      11.4      8.20      8.30     0.100       PTS>PTC>PTS>SQC
  11.4      11.6      8.30      8.50     0.200       PTS>PTC>PTS>PTC>PTS>SQC
  11.6      11.7      8.50      8.60     0.100       PTS>SQC
  11.7      12.0      8.60      8.90     0.300       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.0      12.1      8.90      9.00     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  12.1      12.3      9.00      9.20     0.200       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.3      12.4      9.20      9.30     0.100       PTS>PTC>PTS>SQC
  12.4      12.6      9.30      9.50     0.200       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.6      12.7      9.50      9.60     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  12.7      12.8      9.60      9.70     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.8      12.9      9.70      9.80     0.100       PTS>SQC
  12.9      13.1      9.80      10.0     0.200       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.1      15.1      10.0      12.0      2.00       PTS>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  15.1      15.5      12.0      12.4     0.400       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  15.5      16.4      12.4      13.3     0.900       PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  16.4      16.7      13.3      13.6     0.300       PTC>PTS>PTC>PTS>PTC>PTS>GSC
  16.7      17.1      13.6      14.0     0.400       PTS>PTC>PTS>PTC>PTS>GSC
  17.1      17.6      14.0      14.5     0.500       PTC>PTS>PTC>PTS>GSC
  17.6      18.8      14.5      15.7      1.20       PTS>PTC>PTS>GSC
  18.8      19.7      15.7      16.6     0.900       PTC>PTS>GSC
  19.7      20.5      16.6      17.4     0.800       PTS>GSC
  20.5      24.0      17.4      20.9      3.50       SQC
  24.0      24.1      20.9      21.0     0.100       PTC>PTS>SQC
  24.1      24.2      21.0      21.1     0.100       SQC
  24.2      24.3      21.1      21.2     0.100       PTC>PTS>SQC
  24.3      24.4      21.2      21.3     0.100       SQC
  24.4      24.5      21.3      21.4     0.100       PTC>PTS>SQC
  24.5      24.6      21.4      21.5     0.100       SQC
  24.6      24.7      21.5      21.6     0.100       PTC>PTS>SQC
  24.7      24.8      21.6      21.7     0.100       SQC
  24.8      24.9      21.7      21.8     0.100       PTC>PTS>SQC
  24.9      25.0      21.8      21.9     0.100       SQC
  25.0      25.1      21.9      22.0     0.100       PTC>PTS>SQC
  25.1      25.3      22.0      22.2     0.200       SQC
  25.3      25.4      22.2      22.3     0.100       PTC>PTS>SQC
  25.4      25.5      22.3      22.4     0.100       SQC
  25.5      25.6      22.4      22.5     0.100       PTC>PTS>SQC
  25.6      25.7      22.5      22.6     0.100       SQC
  25.7      25.9      22.6      22.8     0.200       PTC>GSS
  25.9      26.6      22.8      23.5     0.700       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:   14

WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=90.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.25 kN/m^3 is inconsistent with SU_TOP=67.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.25 kN/m^3 is inconsistent with SU_BOT=69.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=87.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=91.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 9; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=112.50 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.25 kN/m^3 is inconsistent with SU_BOT=117.50 kPa.
WARNING. gmdata: soil layer # 11; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=107.50 kPa.
WARNING. gmdata: soil layer # 13; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=85.00 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]:       3.75    
out_sp_pen_sub: END --- >


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