
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 17:33:21 on 28-JUL-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].

Q23-AS-PWD_SON_CPT001A_LB_ENSCO         

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   50)
 -------------------------------------------------------------------
  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      6.90     0.700      3.80      3.10       GSS
  6.90      10.0      3.80      6.90      3.10       PTC>PTS>SQC
  10.0      10.1      6.90      7.00     0.100       PTC>PTS>PTC>PTS>SQC
  10.1      10.2      7.00      7.10     0.100       PTC>PTS>SQC
  10.2      11.7      7.10      8.60      1.50       PTC>PTS>PTC>PTS>SQC
  11.7      11.8      8.60      8.70     0.100       PTC>PTS>SQC
  11.8      12.6      8.70      9.50     0.800       PTC>PTS>PTC>PTS>SQC
  12.6      12.7      9.50      9.60     0.100       PTC>PTS>SQC
  12.7      13.0      9.60      9.90     0.300       PTC>PTS>PTC>PTS>SQC
  13.0      13.1      9.90      10.0     0.100       SQC
  13.1      13.2      10.0      10.1     0.100       PTC>PTS>PTC>PTS>SQC
  13.2      13.3      10.1      10.2     0.100       PTC>PTS>SQC
  13.3      13.5      10.2      10.4     0.200       PTC>PTS>PTC>PTS>SQC
  13.5      13.6      10.4      10.5     0.100       SQC
  13.6      13.7      10.5      10.6     0.100       PTC>PTS>PTC>PTS>SQC
  13.7      13.8      10.6      10.7     0.100       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.8      13.9      10.7      10.8     0.100       PTC>PTS>SQC
  13.9      14.0      10.8      10.9     0.100       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  14.0      14.1      10.9      11.0     0.100       PTC>PTS>PTC>PTS>SQC
  14.1      14.6      11.0      11.5     0.500       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  14.6      14.7      11.5      11.6     0.100       SQC
  14.7      14.8      11.6      11.7     0.100       PTC>PTS>PTC>PTS>SQC
  14.8      15.1      11.7      12.0     0.300       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  15.1      15.5      12.0      12.4     0.400       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  15.5      16.4      12.4      13.3     0.900       PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  16.4      16.7      13.3      13.6     0.300       PTC>PTS>PTC>PTS>PTC>PTS>GSC
  16.7      17.1      13.6      14.0     0.400       PTS>PTC>PTS>PTC>PTS>GSC
  17.1      17.6      14.0      14.5     0.500       PTC>PTS>PTC>PTS>GSC
  17.6      18.8      14.5      15.7      1.20       PTS>PTC>PTS>GSC
  18.8      19.7      15.7      16.6     0.900       PTC>PTS>GSC
  19.7      20.5      16.6      17.4     0.800       PTS>GSC
  20.5      20.8      17.4      17.7     0.300       GSC
  20.8      24.1      17.7      21.0      3.30       SQC
  24.1      24.2      21.0      21.1     0.100       PTC>PTS>SQC
  24.2      24.3      21.1      21.2     0.100       SQC
  24.3      24.4      21.2      21.3     0.100       PTC>PTS>SQC
  24.4      24.5      21.3      21.4     0.100       SQC
  24.5      24.7      21.4      21.6     0.200       PTC>PTS>SQC
  24.7      24.8      21.6      21.7     0.100       SQC
  24.8      24.9      21.7      21.8     0.100       PTC>PTS>SQC
  24.9      25.0      21.8      21.9     0.100       SQC
  25.0      25.1      21.9      22.0     0.100       PTC>PTS>SQC
  25.1      25.3      22.0      22.2     0.200       SQC
  25.3      25.4      22.2      22.3     0.100       PTC>PTS>SQC
  25.4      25.5      22.3      22.4     0.100       SQC
  25.5      25.6      22.4      22.5     0.100       PTC>PTS>SQC
  25.6      25.9      22.5      22.8     0.300       PTC>GSS
  25.9      26.6      22.8      23.5     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:   11

WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 7; BDEN=7.45 kN/m^3 is inconsistent with SU_TOP=52.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.45 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.25 kN/m^3 is inconsistent with SU_BOT=70.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=52.00 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]:         T
   P_spud_PT             [kN]:   58977.61    
   z_tip_start_PT         [m]:       6.70    
   z_tip_end_PT           [m]:       6.85    
   PT_height              [m]:      0.155    
 > z_tip_penetration      [m]:       6.85    
out_sp_pen_sub: END --- >


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