
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:39:57 on 19-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_SON_CPT002UB_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   38)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.400      0.00      0.00     0.300       GSC
 0.400      3.40      0.00     0.300      3.00       SQC
  3.40      5.50     0.300      2.40      2.10       GSS
  5.50      7.00      2.40      3.90      1.50       PTC>GSS
  7.00      7.20      3.90      4.10     0.200       GSS
  7.20      7.40      4.10      4.30     0.200       PTS>GSC
  7.40      12.0      4.30      8.90      4.60       GSC
  12.0      14.3      8.90      11.2      2.30       SQC
  14.3      14.4      11.2      11.3     0.100       PTC>PTC>SQC
  14.4      14.5      11.3      11.4     0.100       SQC
  14.5      14.8      11.4      11.7     0.300       PTC>PTC>SQC
  14.8      14.9      11.7      11.8     0.100       SQC
  14.9      15.1      11.8      12.0     0.200       PTC>PTC>SQC
  15.1      15.2      12.0      12.1     0.100       SQC
  15.2      15.4      12.1      12.3     0.200       PTC>PTC>SQC
  15.4      15.5      12.3      12.4     0.100       SQC
  15.5      15.7      12.4      12.6     0.200       PTC>PTC>SQC
  15.7      15.8      12.6      12.7     0.100       SQC
  15.8      15.9      12.7      12.8     0.100       PTC>PTC>SQC
  15.9      16.0      12.8      12.9     0.100       SQC
  16.0      16.2      12.9      13.1     0.200       PTC>PTC>SQC
  16.2      16.3      13.1      13.2     0.100       SQC
  16.3      16.4      13.2      13.3     0.100       PTC>PTC>SQC
  16.4      16.5      13.3      13.4     0.100       SQC
  16.5      16.7      13.4      13.6     0.200       PTC>PTC>SQC
  16.7      16.8      13.6      13.7     0.100       SQC
  16.8      16.9      13.7      13.8     0.100       PTC>PTC>SQC
  16.9      17.0      13.8      13.9     0.100       SQC
  17.0      17.1      13.9      14.0     0.100       PTC>PTC>SQC
  17.1      17.2      14.0      14.1     0.100       SQC
  17.2      17.3      14.1      14.2     0.100       PTC>PTC>SQC
  17.3      17.4      14.2      14.3     0.100       SQC
  17.4      17.6      14.3      14.5     0.200       PTC>PTC>SQC
  17.6      18.5      14.5      15.4     0.900       PTC>PTC>PTC>PTC>PTS>PTS>GSC
  18.5      19.0      15.4      15.9     0.500       PTC>PTC>PTC>PTS>PTS>GSC
  19.0      19.8      15.9      16.7     0.800       PTC>PTC>PTS>PTS>GSC
  19.8      20.6      16.7      17.5     0.800       PTC>PTS>PTS>GSC
  20.6      20.8      17.5      17.7     0.200       PTS>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; SU_TOP, SIGV=12.15 kPa; PSI=SU/SIGV=5.76 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=21.15 kPa; PSI=SU/SIGV=4.44 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=70.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=94.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.55 kN/m^3 is inconsistent with SU_TOP=72.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.55 kN/m^3 is inconsistent with SU_BOT=79.00 kPa.
WARNING. gmdata: soil layer # 6; SU_TOP, SIGV=82.90 kPa; PSI=SU/SIGV=5.12 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 6; SU_BOT, SIGV=87.52 kPa; PSI=SU/SIGV=4.85 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 6; BDEN=9.25 kN/m^3 is inconsistent with SU_TOP=425.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=69.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_BOT=77.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=175.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=8.50 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=78.00 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]:       4.41    
out_sp_pen_sub: END --- >


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