
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 08:36:13 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_CPT001UB_ENSCO                  

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   72)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.900      0.00      0.00     0.800       GSC
 0.900      3.80      0.00     0.700      2.90       SQC
  3.80      4.30     0.700      1.20     0.500       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>SQC
  5.10      5.20      2.00      2.10     0.100       PTS>SQC
  5.20      5.30      2.10      2.20     0.100       PTC>PTS>SQC
  5.30      5.40      2.20      2.30     0.100       PTS>SQC
  5.40      5.50      2.30      2.40     0.100       PTC>PTS>PTC>PTS>GSC
  5.50      9.20      2.40      6.10      3.70       PTS>PTC>PTS>GSC
  9.20      9.70      6.10      6.60     0.500       PTC>PTS>GSC
  9.70      10.5      6.60      7.40     0.800       PTS>GSC
  10.5      11.6      7.40      8.50      1.10       GSC
  11.6      15.2      8.50      12.1      3.60       SQC
  15.2      15.9      12.1      12.8     0.700       PTC>PTS>PTC>PTS>SQC
  15.9      16.0      12.8      12.9     0.100       SQC
  16.0      16.5      12.9      13.4     0.500       PTC>PTS>PTC>PTS>SQC
  16.5      16.6      13.4      13.5     0.100       SQC
  16.6      16.9      13.5      13.8     0.300       PTC>PTS>PTC>PTS>SQC
  16.9      17.0      13.8      13.9     0.100       SQC
  17.0      17.2      13.9      14.1     0.200       PTC>PTS>PTC>PTS>SQC
  17.2      17.3      14.1      14.2     0.100       SQC
  17.3      17.5      14.2      14.4     0.200       PTC>PTS>PTC>PTS>SQC
  17.5      17.6      14.4      14.5     0.100       PTC>PTS>SQC
  17.6      17.7      14.5      14.6     0.100       SQC
  17.7      17.8      14.6      14.7     0.100       PTC>PTS>PTC>PTS>SQC
  17.8      17.9      14.7      14.8     0.100       PTC>PTS>SQC
  17.9      18.0      14.8      14.9     0.100       PTC>PTS>PTC>PTS>SQC
  18.0      18.1      14.9      15.0     0.100       PTC>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       SQC
  18.2      18.4      15.1      15.3     0.200       PTC>PTS>PTC>PTS>PTC>SQC
  18.4      18.5      15.3      15.4     0.100       PTC>PTS>SQC
  18.5      18.6      15.4      15.5     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  18.6      18.7      15.5      15.6     0.100       PTC>PTS>PTC>PTS>SQC
  18.7      18.8      15.6      15.7     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  18.8      18.9      15.7      15.8     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  18.9      19.0      15.8      15.9     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  19.0      19.1      15.9      16.0     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  19.1      19.3      16.0      16.2     0.200       PTC>PTS>PTC>PTS>PTC>SQC
  19.3      19.4      16.2      16.3     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  19.4      19.5      16.3      16.4     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  19.5      19.6      16.4      16.5     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  19.6      19.7      16.5      16.6     0.100       PTC>PTS>SQC
  19.7      19.8      16.6      16.7     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  19.8      19.9      16.7      16.8     0.100       SQC
  19.9      20.0      16.8      16.9     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  20.0      20.1      16.9      17.0     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  20.1      20.2      17.0      17.1     0.100       PTC>PTS>PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  20.3      20.4      17.2      17.3     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  20.4      20.5      17.3      17.4     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  20.5      20.7      17.4      17.6     0.200       PTC>PTS>PTC>GSS
  20.7      20.8      17.6      17.7     0.100       PTS>PTC>GSS
  20.8      21.1      17.7      18.0     0.300       GSS
  21.1      21.3      18.0      18.2     0.200       PTC>GSS
  21.3      21.4      18.2      18.3     0.100       GSS
  21.4      21.5      18.3      18.4     0.100       PTS>PTC>SQC
  21.5      21.6      18.4      18.5     0.100       GSS
  21.6      21.7      18.5      18.6     0.100       PTS>PTC>PTC>PTS>PTS>SQC
  21.7      21.8      18.6      18.7     0.100       PTS>PTC>SQC
  21.8      22.0      18.7      18.9     0.200       GSS
  22.0      22.1      18.9      19.0     0.100       PTS>PTC>SQC
  22.1      22.3      19.0      19.2     0.200       PTS>PTC>PTC>PTS>GSS
  22.3      22.4      19.2      19.3     0.100       PTC>PTC>PTS>GSS
  22.4      22.6      19.3      19.5     0.200       PTC>PTS>GSS
  22.6      22.9      19.5      19.8     0.300       PTS>GSS
  22.9      23.0      19.8      19.9     0.100       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 # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.70 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.70 kN/m^3 is inconsistent with SU_BOT=77.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.50 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=175.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=7.40 kN/m^3 is inconsistent with SU_TOP=135.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=7.40 kN/m^3 is inconsistent with SU_BOT=140.00 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]:       3.78    
out_sp_pen_sub: END --- >


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