
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 11:15:08 on 14-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_CPT001BE_ENSCO_PK             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   79)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.800      0.00      0.00     0.700       GSC
 0.800      3.70      0.00     0.600      2.90       SQC
  3.70      4.80     0.600      1.70      1.10       GSS
  4.80      6.30      1.70      3.20      1.50       PTS>GSC
  6.30      9.80      3.20      6.70      3.50       GSC
  9.80      12.5      6.70      9.40      2.70       SQC
  12.5      12.6      9.40      9.50     0.100       PTC>PTC>SQC
  12.6      12.7      9.50      9.60     0.100       SQC
  12.7      12.9      9.60      9.80     0.200       PTC>PTC>SQC
  12.9      13.0      9.80      9.90     0.100       SQC
  13.0      13.2      9.90      10.1     0.200       PTC>PTC>SQC
  13.2      13.3      10.1      10.2     0.100       SQC
  13.3      13.5      10.2      10.4     0.200       PTC>PTC>SQC
  13.5      13.6      10.4      10.5     0.100       SQC
  13.6      13.8      10.5      10.7     0.200       PTC>PTC>SQC
  13.8      13.9      10.7      10.8     0.100       SQC
  13.9      14.0      10.8      10.9     0.100       PTC>PTC>SQC
  14.0      14.1      10.9      11.0     0.100       SQC
  14.1      14.3      11.0      11.2     0.200       PTC>PTC>SQC
  14.3      14.4      11.2      11.3     0.100       SQC
  14.4      14.5      11.3      11.4     0.100       PTC>PTC>SQC
  14.5      14.6      11.4      11.5     0.100       SQC
  14.6      14.7      11.5      11.6     0.100       PTC>PTC>SQC
  14.7      14.8      11.6      11.7     0.100       SQC
  14.8      15.0      11.7      11.9     0.200       PTC>PTC>SQC
  15.0      15.1      11.9      12.0     0.100       SQC
  15.1      15.2      12.0      12.1     0.100       PTC>PTC>SQC
  15.2      15.3      12.1      12.2     0.100       SQC
  15.3      15.4      12.2      12.3     0.100       PTC>PTC>SQC
  15.4      15.5      12.3      12.4     0.100       SQC
  15.5      15.6      12.4      12.5     0.100       PTC>PTC>SQC
  15.6      15.7      12.5      12.6     0.100       SQC
  15.7      15.8      12.6      12.7     0.100       PTC>PTC>SQC
  15.8      15.9      12.7      12.8     0.100       SQC
  15.9      16.0      12.8      12.9     0.100       PTC>PTC>SQC
  16.0      16.1      12.9      13.0     0.100       SQC
  16.1      16.2      13.0      13.1     0.100       PTC>PTC>SQC
  16.2      16.3      13.1      13.2     0.100       SQC
  16.3      16.4      13.2      13.3     0.100       PTC>PTC>SQC
  16.4      16.5      13.3      13.4     0.100       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  16.5      16.6      13.4      13.5     0.100       SQC
  16.6      17.1      13.5      14.0     0.500       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  17.1      17.2      14.0      14.1     0.100       PTC>PTC>SQC
  17.2      17.3      14.1      14.2     0.100       SQC
  17.3      17.6      14.2      14.5     0.300       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  17.6      17.7      14.5      14.6     0.100       SQC
  17.7      17.8      14.6      14.7     0.100       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  17.8      17.9      14.7      14.8     0.100       PTC>PTC>SQC
  17.9      18.1      14.8      15.0     0.200       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       SQC
  18.2      18.3      15.1      15.2     0.100       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  18.3      18.4      15.2      15.3     0.100       PTC>PTC>PTC>PTS>SQC
  18.4      18.5      15.3      15.4     0.100       PTC>PTC>SQC
  18.5      18.6      15.4      15.5     0.100       PTC>PTC>PTC>PTS>SQC
  18.6      18.7      15.5      15.6     0.100       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  18.7      18.8      15.6      15.7     0.100       PTC>PTC>PTC>PTS>SQC
  18.8      18.9      15.7      15.8     0.100       SQC
  18.9      19.0      15.8      15.9     0.100       PTC>PTC>PTC>PTS>SQC
  19.0      19.1      15.9      16.0     0.100       PTC>PTC>PTC>PTS>PTC>PTS>PTS>SQC
  19.1      19.3      16.0      16.2     0.200       PTC>PTC>PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  19.3      19.4      16.2      16.3     0.100       PTC>PTC>SQC
  19.4      19.7      16.3      16.6     0.300       PTC>PTC>PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  19.7      19.8      16.6      16.7     0.100       PTC>PTC>PTC>PTS>SQC
  19.8      20.0      16.7      16.9     0.200       PTC>PTC>PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  20.0      21.1      16.9      18.0      1.10       PTC>PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.1      21.2      18.0      18.1     0.100       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.2      21.3      18.1      18.2     0.100       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.3      21.4      18.2      18.3     0.100       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  21.4      22.2      18.3      19.1     0.800       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.2      22.5      19.1      19.4     0.300       PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.5      23.7      19.4      20.6      1.20       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  23.7      24.6      20.6      21.5     0.900       PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  24.6      24.8      21.5      21.7     0.200       PTC>PTS>PTS>PTC>PTC>PTS>GSC
  24.8      24.9      21.7      21.8     0.100       PTS>PTS>PTC>PTC>PTS>GSC
  24.9      25.0      21.8      21.9     0.100       PTS>PTS>PTC>SQC
  25.0      25.6      21.9      22.5     0.600       PTS>PTS>PTC>PTC>PTS>GSC
  25.6      28.0      22.5      24.9      2.40       PTS>PTC>PTC>PTS>GSC
  28.0      28.1      24.9      25.0     0.100       PTS>PTC>SQC
  28.1      30.1      25.0      27.0      2.00       PTS>PTC>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:   16

WARNING. gmdata: soil layer # 3; BDEN=6.47 kN/m^3 is inconsistent with SU_TOP=59.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.47 kN/m^3 is inconsistent with SU_BOT=69.00 kPa.
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=72.53 kPa; PSI=SU/SIGV=4.27 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=9.00 kN/m^3 is inconsistent with SU_TOP=310.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=57.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.30 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 9; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 10; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=63.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=74.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=8.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 14; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=96.00 kPa.
WARNING. gmdata: soil layer # 15; BDEN=6.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 15; BDEN=6.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       4.03    
out_sp_pen_sub: END --- >


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