
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 11:14:08 on 14-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].

DC02_SOFF_CPT001BE_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   37)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.800      0.00      0.00     0.700       GSC
 0.800      3.70      0.00     0.600      2.90       SQC
  3.70      4.70     0.600      1.60      1.00       GSS
  4.70      6.30      1.60      3.20      1.60       PTS>GSC
  6.30      13.9      3.20      10.8      7.60       GSC
  13.9      17.9      10.8      14.8      4.00       SQC
  17.9      18.3      14.8      15.2     0.400       PTC>PTS>PTC>PTS>PTS>SQC
  18.3      18.4      15.2      15.3     0.100       SQC
  18.4      18.8      15.3      15.7     0.400       PTC>PTS>PTC>PTS>PTS>SQC
  18.8      18.9      15.7      15.8     0.100       SQC
  18.9      19.1      15.8      16.0     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  19.1      19.2      16.0      16.1     0.100       SQC
  19.2      19.4      16.1      16.3     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  19.4      19.5      16.3      16.4     0.100       SQC
  19.5      19.6      16.4      16.5     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  19.6      19.8      16.5      16.7     0.200       PTC>PTS>SQC
  19.8      19.9      16.7      16.8     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  19.9      20.0      16.8      16.9     0.100       PTC>PTS>SQC
  20.0      20.1      16.9      17.0     0.100       SQC
  20.1      20.2      17.0      17.1     0.100       PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  20.3      20.8      17.2      17.7     0.500       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  20.8      20.9      17.7      17.8     0.100       PTC>PTS>SQC
  20.9      21.2      17.8      18.1     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.2      21.3      18.1      18.2     0.100       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.3      21.4      18.2      18.3     0.100       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  21.4      22.2      18.3      19.1     0.800       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.2      22.5      19.1      19.4     0.300       PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.5      23.7      19.4      20.6      1.20       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  23.7      24.6      20.6      21.5     0.900       PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  24.6      24.8      21.5      21.7     0.200       PTC>PTS>PTS>PTC>PTC>PTS>GSC
  24.8      24.9      21.7      21.8     0.100       PTS>PTS>PTC>PTC>PTS>GSC
  24.9      25.0      21.8      21.9     0.100       PTS>PTS>PTC>SQC
  25.0      25.6      21.9      22.5     0.600       PTS>PTS>PTC>PTC>PTS>GSC
  25.6      28.0      22.5      24.9      2.40       PTS>PTC>PTC>PTS>GSC
  28.0      28.1      24.9      25.0     0.100       PTS>PTC>SQC
  28.1      30.1      25.0      27.0      2.00       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:   12

WARNING. gmdata: soil layer # 3; BDEN=6.90 kN/m^3 is inconsistent with SU_TOP=59.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.90 kN/m^3 is inconsistent with SU_BOT=69.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.30 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 7; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=63.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=74.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=8.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 12; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=96.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=32.50 degrees.

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       3.97    
out_sp_pen_sub: END --- >


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