
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:43:34 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_SON_CPT001BE_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   60)
 -------------------------------------------------------------------
  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>GSS
  3.60      4.50     0.500      1.40     0.900       GSS
  4.50      5.70      1.40      2.60      1.20       PTS>SQC
  5.70      5.80      2.60      2.70     0.100       GSS
  5.80      5.90      2.70      2.80     0.100       PTS>SQC
  5.90      6.00      2.80      2.90     0.100       GSS
  6.00      6.10      2.90      3.00     0.100       PTS>SQC
  6.10      9.10      3.00      6.00      3.00       PTS>PTC>PTS>GSC
  9.10      9.90      6.00      6.80     0.800       PTC>PTS>GSC
  9.90      10.6      6.80      7.50     0.700       PTS>GSC
  10.6      14.6      7.50      11.5      4.00       GSC
  14.6      16.7      11.5      13.6      2.10       SQC
  16.7      17.1      13.6      14.0     0.400       PTC>SQC
  17.1      17.7      14.0      14.6     0.600       GSC
  17.7      17.8      14.6      14.7     0.100       PTC>SQC
  17.8      18.0      14.7      14.9     0.200       GSC
  18.0      19.2      14.9      16.1      1.20       SQC
  19.2      19.6      16.1      16.5     0.400       PTC>PTS>SQC
  19.6      19.7      16.5      16.6     0.100       SQC
  19.7      19.8      16.6      16.7     0.100       PTC>PTS>SQC
  19.8      20.0      16.7      16.9     0.200       PTC>PTS>PTC>PTC>PTS>SQC
  20.0      20.1      16.9      17.0     0.100       PTC>PTS>SQC
  20.1      20.2      17.0      17.1     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       PTC>PTS>SQC
  20.3      20.4      17.2      17.3     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  20.4      20.5      17.3      17.4     0.100       PTC>PTS>SQC
  20.5      20.6      17.4      17.5     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  20.6      21.1      17.5      18.0     0.500       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.1      21.2      18.0      18.1     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  21.2      21.8      18.1      18.7     0.600       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.8      21.9      18.7      18.8     0.100       PTC>PTS>SQC
  21.9      22.6      18.8      19.5     0.700       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.6      22.7      19.5      19.6     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  22.7      23.1      19.6      20.0     0.400       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.1      23.2      20.0      20.1     0.100       SQC
  23.2      23.3      20.1      20.2     0.100       PTC>PTS>SQC
  23.3      23.6      20.2      20.5     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.6      23.7      20.5      20.6     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  23.7      23.9      20.6      20.8     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.9      24.0      20.8      20.9     0.100       PTC>PTS>SQC
  24.0      24.1      20.9      21.0     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  24.1      24.2      21.0      21.1     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  24.2      24.4      21.1      21.3     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  24.4      24.5      21.3      21.4     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  24.5      24.6      21.4      21.5     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  24.6      24.7      21.5      21.6     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  24.7      24.8      21.6      21.7     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  24.8      24.9      21.7      21.8     0.100       PTC>PTS>SQC
  24.9      25.0      21.8      21.9     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  25.0      25.1      21.9      22.0     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  25.1      25.4      22.0      22.3     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  25.4      25.8      22.3      22.7     0.400       PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  25.8      26.1      22.7      23.0     0.300       PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  26.1      26.3      23.0      23.2     0.200       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  26.3      28.7      23.2      25.6      2.40       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  28.7      29.2      25.6      26.1     0.500       PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  29.2      30.1      26.1      27.0     0.900       PTS>PTC>PTS>PTC>PTC>PTS>GSC
  30.1      30.7      27.0      27.6     0.600       PTC>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:   15

WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.81 kN/m^3 is inconsistent with SU_TOP=56.50 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.81 kN/m^3 is inconsistent with SU_BOT=58.50 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=52.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=6.90 kN/m^3 is inconsistent with SU_TOP=87.50 kPa.
WARNING. gmdata: soil layer # 12; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=88.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=108.50 kPa.
WARNING. gmdata: soil layer # 15; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 16; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
WARNING. gmdata: soil layer # 17; BDEN=7.70 kN/m^3 is inconsistent with SU_TOP=107.50 kPa.
WARNING. gmdata: soil layer # 18; BDEN=10.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 19; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=100.00 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]:       3.84    
out_sp_pen_sub: END --- >


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