
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 08:50:00 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_CPT003LB_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>SQC
  4.80      4.90      1.70      1.80     0.100       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      5.60      2.30      2.50     0.200       PTC>PTS>PTC>PTS>SQC
  5.60      5.70      2.50      2.60     0.100       PTC>PTS>SQC
  5.70      7.30      2.60      4.20      1.60       PTC>PTS>PTC>PTS>SQC
  7.30      7.90      4.20      4.80     0.600       PTS>PTC>PTS>SQC
  7.90      8.00      4.80      4.90     0.100       PTS>SQC
  8.00      8.90      4.90      5.80     0.900       PTS>PTC>PTS>SQC
  8.90      9.00      5.80      5.90     0.100       PTS>SQC
  9.00      9.40      5.90      6.30     0.400       PTS>PTC>PTS>SQC
  9.40      9.50      6.30      6.40     0.100       PTS>SQC
  9.50      9.60      6.40      6.50     0.100       PTS>PTC>PTS>SQC
  9.60      9.80      6.50      6.70     0.200       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  9.80      9.90      6.70      6.80     0.100       PTS>PTC>PTS>SQC
  9.90      10.4      6.80      7.30     0.500       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      10.9      7.40      7.80     0.400       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  10.9      11.0      7.80      7.90     0.100       PTS>SQC
  11.0      11.1      7.90      8.00     0.100       PTS>PTC>PTS>SQC
  11.1      11.4      8.00      8.30     0.300       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  11.4      11.5      8.30      8.40     0.100       PTS>PTC>PTS>SQC
  11.5      11.7      8.40      8.60     0.200       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  11.7      11.8      8.60      8.70     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  11.8      11.9      8.70      8.80     0.100       PTS>PTC>PTS>PTC>PTC>PTS>SQC
  11.9      12.1      8.80      9.00     0.200       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  12.1      12.2      9.00      9.10     0.100       PTS>SQC
  12.2      12.3      9.10      9.20     0.100       PTS>PTC>PTS>PTC>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>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      13.2      9.80      10.1     0.300       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.2      13.3      10.1      10.2     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  13.3      13.4      10.2      10.3     0.100       PTS>PTC>PTS>PTC>PTC>PTS>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>SQC
  13.6      13.8      10.5      10.7     0.200       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.8      13.9      10.7      10.8     0.100       PTS>PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  13.9      17.5      10.8      14.4      3.60       PTS>PTC>PTS>PTC>PTC>PTS>PTC>GSS
  17.5      17.6      14.4      14.5     0.100       PTC>PTS>PTC>PTC>PTS>PTC>GSS
  17.6      18.8      14.5      15.7      1.20       PTS>PTC>PTC>PTS>PTC>GSS
  18.8      18.9      15.7      15.8     0.100       PTC>PTC>PTS>PTC>GSS
  18.9      19.2      15.8      16.1     0.300       PTS>PTC>GSS
  19.2      19.3      16.1      16.2     0.100       GSS
  19.3      19.5      16.2      16.4     0.200       PTC>GSS
  19.5      20.1      16.4      17.0     0.600       GSS
  20.1      20.2      17.0      17.1     0.100       PTC>GSS
  20.2      20.7      17.1      17.6     0.500       GSS
  20.7      20.9      17.6      17.8     0.200       PTS>PTC>PTS>GSS
  20.9      21.1      17.8      18.0     0.200       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:   12

WARNING. gmdata: soil layer # 3; BDEN=5.80 kN/m^3 is inconsistent with SU_TOP=30.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=6.80 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 4; BDEN=6.80 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=6.85 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.40 kN/m^3 is inconsistent with SU_TOP=53.00 kPa.
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_BOT=52.00 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=70.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.60 kN/m^3 is inconsistent with SU_BOT=80.00 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]:       4.80    
out_sp_pen_sub: END --- >


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