
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 08:41:44 on 24-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_BE_DUKHAN        

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   36)
 -------------------------------------------------------------------
  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      6.90     0.700      3.80      3.10       GSS
  6.90      7.60      3.80      4.50     0.700       PTC>GSS
  7.60      7.80      4.50      4.70     0.200       GSS
  7.80      8.50      4.70      5.40     0.700       PTS>GSC
  8.50      11.6      5.40      8.50      3.10       SQC
  11.6      12.4      8.50      9.30     0.800       PTC>PTS>GSC
  12.4      12.8      9.30      9.70     0.400       PTS>GSC
  12.8      15.9      9.70      12.8      3.10       SQC
  15.9      16.3      12.8      13.2     0.400       PTC>PTS>SQC
  16.3      16.4      13.2      13.3     0.100       SQC
  16.4      16.8      13.3      13.7     0.400       PTC>PTS>SQC
  16.8      17.4      13.7      14.3     0.600       PTC>PTS>PTC>PTS>GSC
  17.4      18.6      14.3      15.5      1.20       PTS>PTC>PTS>GSC
  18.6      19.7      15.5      16.6      1.10       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 # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=72.50 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.25 kN/m^3 is inconsistent with SU_TOP=53.50 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.25 kN/m^3 is inconsistent with SU_BOT=55.50 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=69.50 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=73.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 8; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 9; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=88.80 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.25 kN/m^3 is inconsistent with SU_BOT=93.80 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=7.25 kN/m^3 is inconsistent with SU_TOP=86.30 kPa.
WARNING. gmdata: soil layer # 13; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=68.50 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]:       3.95    
out_sp_pen_sub: END --- >


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