
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 04:26:35 on 24-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].

DC44_SOFF_CPT003BE_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   20)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.60      0.00      0.00      2.50       GSC
  2.60      6.40      0.00      3.30      3.80       SQC
  6.40      7.00      3.30      3.90     0.600       PTC>GSC
  7.00      11.7      3.90      8.60      4.70       GSC
  11.7      15.6      8.60      12.5      3.90       SQC
  15.6      15.8      12.5      12.7     0.200       PTC>PTS>PTC>PTS>SQC
  15.8      15.9      12.7      12.8     0.100       SQC
  15.9      16.3      12.8      13.2     0.400       PTC>PTS>PTC>PTS>SQC
  16.3      16.4      13.2      13.3     0.100       SQC
  16.4      16.7      13.3      13.6     0.300       PTC>PTS>PTC>PTS>SQC
  16.7      16.8      13.6      13.7     0.100       SQC
  16.8      16.9      13.7      13.8     0.100       PTC>PTS>SQC
  16.9      17.0      13.8      13.9     0.100       PTC>PTS>PTC>PTS>SQC
  17.0      17.3      13.9      14.2     0.300       PTC>PTS>PTC>PTS>PTC>PTS>GSC
  17.3      17.7      14.2      14.6     0.400       PTS>PTC>PTS>PTC>PTS>GSC
  17.7      18.4      14.6      15.3     0.700       PTC>PTS>PTC>PTS>GSC
  18.4      19.3      15.3      16.2     0.900       PTS>PTC>PTS>GSC
  19.3      19.9      16.2      16.8     0.600       PTC>PTS>GSC
  19.9      20.2      16.8      17.1     0.300       PTS>GSC
  20.2      20.6      17.1      17.5     0.400       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:    7

WARNING. gmdata: soil layer # 1; SU_BOT, SIGV=1.50 kPa; PSI=SU/SIGV=18.33 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 1; BDEN=5.00 kN/m^3 is inconsistent with SU_BOT=27.50 kPa.
WARNING. gmdata: soil layer # 2; SU_TOP, SIGV=1.50 kPa; PSI=SU/SIGV=25.00 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=57.50 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.97 kN/m^3 is inconsistent with SU_TOP=105.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.97 kN/m^3 is inconsistent with SU_BOT=112.50 kPa.
WARNING. gmdata: soil layer # 9; BDEN=9.15 kN/m^3 is inconsistent with SU_TOP=225.00 kPa.

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       4.36    
out_sp_pen_sub: END --- >


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