
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 05:42:59 on 05-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].

DC01_RW_CPT001BE_ENSCO                  

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   80)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      6.50      0.00      3.40      6.40       GSS
  6.50      6.80      3.40      3.70     0.300       PTS>SQC
  6.80      7.40      3.70      4.30     0.600       PTS>PTC>PTS>PTC>PTS>SQC
  7.40      7.50      4.30      4.40     0.100       PTS>SQC
  7.50      8.10      4.40      5.00     0.600       PTS>PTC>PTS>PTC>PTS>SQC
  8.10      8.20      5.00      5.10     0.100       PTS>SQC
  8.20      8.60      5.10      5.50     0.400       PTS>PTC>PTS>PTC>PTS>SQC
  8.60      8.70      5.50      5.60     0.100       PTS>SQC
  8.70      8.90      5.60      5.80     0.200       PTS>PTC>PTS>PTC>PTS>SQC
  8.90      9.00      5.80      5.90     0.100       PTS>SQC
  9.00      9.20      5.90      6.10     0.200       PTS>PTC>PTS>PTC>PTS>SQC
  9.20      9.30      6.10      6.20     0.100       PTS>SQC
  9.30      9.50      6.20      6.40     0.200       PTS>PTC>PTS>PTC>PTS>SQC
  9.50      9.60      6.40      6.50     0.100       PTS>SQC
  9.60      10.2      6.50      7.10     0.600       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  10.2      10.6      7.10      7.50     0.400       GSS
  10.6      10.7      7.50      7.60     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  10.7      10.8      7.60      7.70     0.100       GSS
  10.8      10.9      7.70      7.80     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  10.9      11.0      7.80      7.90     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  11.0      11.1      7.90      8.00     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  11.1      11.2      8.00      8.10     0.100       GSS
  11.2      11.3      8.10      8.20     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>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>PTC>PTS>PTC>PTC>SQC
  11.5      11.6      8.40      8.50     0.100       GSS
  11.6      11.7      8.50      8.60     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  11.7      11.8      8.60      8.70     0.100       GSS
  11.8      11.9      8.70      8.80     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  11.9      12.1      8.80      9.00     0.200       GSS
  12.1      12.2      9.00      9.10     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>SQC
  12.2      12.3      9.10      9.20     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  12.3      12.4      9.20      9.30     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  12.4      12.5      9.30      9.40     0.100       GSS
  12.5      12.6      9.40      9.50     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>SQC
  12.6      12.7      9.50      9.60     0.100       GSS
  12.7      12.8      9.60      9.70     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>SQC
  12.8      12.9      9.70      9.80     0.100       GSS
  12.9      13.0      9.80      9.90     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>SQC
  13.0      13.1      9.90      10.0     0.100       PTS>SQC
  13.1      13.2      10.0      10.1     0.100       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  13.2      13.3      10.1      10.2     0.100       GSS
  13.3      13.4      10.2      10.3     0.100       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  13.4      13.5      10.3      10.4     0.100       GSS
  13.5      13.6      10.4      10.5     0.100       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  13.6      13.7      10.5      10.6     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>SQC
  13.7      13.9      10.6      10.8     0.200       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  13.9      14.0      10.8      10.9     0.100       PTS>PTC>PTS>SQC
  14.0      14.1      10.9      11.0     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>SQC
  14.1      14.2      11.0      11.1     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  14.2      14.4      11.1      11.3     0.200       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  14.4      14.5      11.3      11.4     0.100       PTS>PTC>PTS>SQC
  14.5      14.6      11.4      11.5     0.100       PTS>SQC
  14.6      14.7      11.5      11.6     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>SQC
  14.7      14.8      11.6      11.7     0.100       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  14.8      14.9      11.7      11.8     0.100       GSS
  14.9      15.0      11.8      11.9     0.100       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  15.0      15.1      11.9      12.0     0.100       GSS
  15.1      15.2      12.0      12.1     0.100       PTS>PTC>PTS>SQC
  15.2      15.3      12.1      12.2     0.100       GSS
  15.3      15.4      12.2      12.3     0.100       PTS>PTC>PTS>PTC>PTS>PTC>SQC
  15.4      15.5      12.3      12.4     0.100       GSS
  15.5      15.6      12.4      12.5     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>PTC>PTS>SQC
  15.6      15.7      12.5      12.6     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>SQC
  15.7      15.8      12.6      12.7     0.100       GSS
  15.8      15.9      12.7      12.8     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>PTS>PTC>PTS>SQC
  15.9      16.1      12.8      13.0     0.200       GSS
  16.1      16.2      13.0      13.1     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>GSS
  16.2      16.3      13.1      13.2     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTC>PTS>GSS
  16.3      16.7      13.2      13.6     0.400       PTS>PTC>PTS>PTC>PTC>PTC>PTS>GSS
  16.7      16.9      13.6      13.8     0.200       PTC>PTS>PTC>PTC>PTC>PTS>GSS
  16.9      17.2      13.8      14.1     0.300       PTS>PTC>PTC>PTC>PTS>GSS
  17.2      17.3      14.1      14.2     0.100       PTS>PTC>SQC
  17.3      17.5      14.2      14.4     0.200       PTS>PTC>PTC>PTC>PTS>GSS
  17.5      17.6      14.4      14.5     0.100       PTC>PTC>PTC>PTS>GSS
  17.6      17.8      14.5      14.7     0.200       PTC>PTC>PTS>GSS
  17.8      23.7      14.7      20.6      5.90       PTS>GSS
  23.7      24.5      20.6      21.4     0.800       GSS
  24.5      24.6      21.4      21.5     0.100       PTC>GSS
  24.6      25.3      21.5      22.2     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=5.80 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.80 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.80 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 4; BDEN=7.70 kN/m^3 is inconsistent with SU_TOP=97.50 kPa.
WARNING. gmdata: soil layer # 5; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 6; BDEN=5.90 kN/m^3 is inconsistent with SU_TOP=49.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=6.70 kN/m^3 is inconsistent with SU_TOP=67.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=6.70 kN/m^3 is inconsistent with SU_BOT=82.50 kPa.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=90.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=9.00 kN/m^3 is inconsistent with SU_BOT=217.50 kPa.
WARNING. gmdata: soil layer # 14; BDEN=8.55 kN/m^3 is inconsistent with SU_TOP=235.00 kPa.
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]:       4.69    
out_sp_pen_sub: END --- >


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