
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 08:48:07 on 12-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].

DC28_RW_CPT003BE_ENSCO                  

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   65)
 -------------------------------------------------------------------
  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      3.50      0.00     0.400      3.00       SQC
  3.50      3.60     0.400     0.500     0.100       PTC>PTS>SQC
  3.60      4.30     0.500      1.20     0.700       PTS>SQC
  4.30      4.40      1.20      1.30     0.100       PTC>PTS>SQC
  4.40      4.50      1.30      1.40     0.100       PTS>SQC
  4.50      4.60      1.40      1.50     0.100       PTC>PTS>SQC
  4.60      4.70      1.50      1.60     0.100       PTS>SQC
  4.70      4.80      1.60      1.70     0.100       PTC>PTS>PTC>PTS>SQC
  4.80      4.90      1.70      1.80     0.100       PTS>PTC>PTS>SQC
  4.90      5.10      1.80      2.00     0.200       PTC>PTS>PTC>PTS>SQC
  5.10      5.20      2.00      2.10     0.100       PTS>PTC>PTS>SQC
  5.20      5.30      2.10      2.20     0.100       PTC>PTS>PTC>PTS>SQC
  5.30      5.40      2.20      2.30     0.100       PTS>PTC>PTS>SQC
  5.40      5.50      2.30      2.40     0.100       PTC>PTS>SQC
  5.50      7.30      2.40      4.20      1.80       PTC>PTS>PTC>PTS>SQC
  7.30      7.40      4.20      4.30     0.100       PTS>SQC
  7.40      8.30      4.30      5.20     0.900       PTS>PTC>PTS>SQC
  8.30      8.40      5.20      5.30     0.100       PTS>SQC
  8.40      8.90      5.30      5.80     0.500       PTS>PTC>PTS>SQC
  8.90      9.00      5.80      5.90     0.100       PTS>SQC
  9.00      9.30      5.90      6.20     0.300       PTS>PTC>PTS>SQC
  9.30      9.40      6.20      6.30     0.100       PTS>SQC
  9.40      9.50      6.30      6.40     0.100       PTS>PTC>PTS>SQC
  9.50      9.90      6.40      6.80     0.400       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  9.90      10.0      6.80      6.90     0.100       PTS>PTC>PTS>SQC
  10.0      10.4      6.90      7.30     0.400       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  10.4      10.5      7.30      7.40     0.100       PTS>PTC>PTS>SQC
  10.5      10.6      7.40      7.50     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  10.6      10.7      7.50      7.60     0.100       PTS>SQC
  10.7      11.0      7.60      7.90     0.300       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  11.0      11.1      7.90      8.00     0.100       PTS>PTC>PTS>SQC
  11.1      11.3      8.00      8.20     0.200       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  11.3      11.4      8.20      8.30     0.100       PTS>SQC
  11.4      11.5      8.30      8.40     0.100       PTS>PTC>PTS>SQC
  11.5      11.6      8.40      8.50     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  11.6      11.9      8.50      8.80     0.300       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  11.9      12.0      8.80      8.90     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  12.0      12.1      8.90      9.00     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.1      12.2      9.00      9.10     0.100       PTS>PTC>PTS>PTC>PTC>PTS>SQC
  12.2      12.4      9.10      9.30     0.200       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.4      12.5      9.30      9.40     0.100       PTS>PTC>PTS>SQC
  12.5      12.6      9.40      9.50     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.6      12.7      9.50      9.60     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  12.7      12.8      9.60      9.70     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.8      12.9      9.70      9.80     0.100       PTS>PTC>PTS>PTC>PTC>PTS>SQC
  12.9      13.0      9.80      9.90     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.0      13.1      9.90      10.0     0.100       PTS>SQC
  13.1      13.3      10.0      10.2     0.200       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.3      13.4      10.2      10.3     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  13.4      13.5      10.3      10.4     0.100       PTS>PTC>PTS>PTC>PTC>PTS>SQC
  13.5      13.6      10.4      10.5     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.6      13.7      10.5      10.6     0.100       PTS>PTC>PTS>SQC
  13.7      17.3      10.6      14.2      3.60       PTS>PTC>PTS>PTC>PTC>PTS>PTC>GSS
  17.3      17.4      14.2      14.3     0.100       PTC>PTS>PTC>PTC>PTS>PTC>GSS
  17.4      18.6      14.3      15.5      1.20       PTS>PTC>PTC>PTS>PTC>GSS
  18.6      18.7      15.5      15.6     0.100       PTC>PTC>PTS>PTC>GSS
  18.7      19.1      15.6      16.0     0.400       PTS>PTC>GSS
  19.1      19.3      16.0      16.2     0.200       PTC>GSS
  19.3      19.8      16.2      16.7     0.500       GSS
  19.8      20.1      16.7      17.0     0.300       PTC>GSS
  20.1      20.8      17.0      17.7     0.700       GSS
  20.8      21.1      17.7      18.0     0.300       PTC>PTS>GSS
  21.1      21.5      18.0      18.4     0.400       PTS>GSS
  21.5      30.0      18.4      26.9      8.50       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:   16

WARNING. gmdata: soil layer # 2; BDEN=5.85 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=5.85 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=5.80 kN/m^3 is inconsistent with SU_TOP=45.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=6.80 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 4; BDEN=6.80 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 5; BDEN=6.60 kN/m^3 is inconsistent with SU_BOT=52.50 kPa.
WARNING. gmdata: soil layer # 6; BDEN=6.85 kN/m^3 is inconsistent with SU_TOP=52.50 kPa.
WARNING. gmdata: soil layer # 6; BDEN=6.85 kN/m^3 is inconsistent with SU_BOT=67.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.40 kN/m^3 is inconsistent with SU_TOP=70.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=58.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=68.00 kPa.
WARNING. gmdata: soil layer # 11; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 12; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=90.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.60 kN/m^3 is inconsistent with SU_BOT=100.00 kPa.
WARNING. gmdata: soil layer # 14; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
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]:       3.67    
out_sp_pen_sub: END --- >


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