
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 05:44:45 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_RW_CPT001BE_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     0.800      0.00      0.00     0.700       GSC
 0.800      1.20      0.00      0.00     0.400       SQC
  1.20      2.00      0.00      0.00     0.800       GSC
  2.00      3.70      0.00     0.600      1.70       SQC
  3.70      4.50     0.600      1.40     0.800       GSS
  4.50      5.00      1.40      1.90     0.500       PTC>PTS>SQC
  5.00      5.10      1.90      2.00     0.100       GSS
  5.10      5.70      2.00      2.60     0.600       PTC>PTS>SQC
  5.70      5.80      2.60      2.70     0.100       SQC
  5.80      6.00      2.70      2.90     0.200       PTC>PTS>SQC
  6.00      6.10      2.90      3.00     0.100       SQC
  6.10      6.30      3.00      3.20     0.200       PTC>PTS>SQC
  6.30      6.40      3.20      3.30     0.100       SQC
  6.40      6.50      3.30      3.40     0.100       PTC>PTS>SQC
  6.50      7.60      3.40      4.50      1.10       PTC>PTS>PTC>PTS>GSC
  7.60      8.30      4.50      5.20     0.700       PTS>PTC>PTS>GSC
  8.30      8.80      5.20      5.70     0.500       PTC>PTS>GSC
  8.80      9.50      5.70      6.40     0.700       PTS>GSC
  9.50      10.4      6.40      7.30     0.900       GSC
  10.4      13.9      7.30      10.8      3.50       SQC
  13.9      14.2      10.8      11.1     0.300       PTC>PTC>PTC>SQC
  14.2      14.3      11.1      11.2     0.100       SQC
  14.3      15.1      11.2      12.0     0.800       PTC>PTC>SQC
  15.1      15.2      12.0      12.1     0.100       SQC
  15.2      15.8      12.1      12.7     0.600       PTC>PTC>SQC
  15.8      15.9      12.7      12.8     0.100       SQC
  15.9      16.3      12.8      13.2     0.400       PTC>PTC>SQC
  16.3      16.4      13.2      13.3     0.100       SQC
  16.4      16.8      13.3      13.7     0.400       PTC>PTC>SQC
  16.8      16.9      13.7      13.8     0.100       SQC
  16.9      17.2      13.8      14.1     0.300       PTC>PTC>SQC
  17.2      17.3      14.1      14.2     0.100       SQC
  17.3      17.5      14.2      14.4     0.200       PTC>PTC>SQC
  17.5      17.6      14.4      14.5     0.100       SQC
  17.6      18.4      14.5      15.3     0.800       PTC>PTC>PTC>PTC>PTC>PTS>GSC
  18.4      19.1      15.3      16.0     0.700       PTC>PTC>PTC>PTC>PTS>GSC
  19.1      19.8      16.0      16.7     0.700       PTC>PTC>PTC>PTS>GSC
  19.8      20.1      16.7      17.0     0.300       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; SU_TOP, SIGV=5.20 kPa; PSI=SU/SIGV=9.13 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=13.75 kPa; PSI=SU/SIGV=4.54 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=5.70 kN/m^3 is inconsistent with SU_TOP=47.50 kPa.
WARNING. gmdata: soil layer # 3; BDEN=5.70 kN/m^3 is inconsistent with SU_BOT=62.50 kPa.
WARNING. gmdata: soil layer # 5; BDEN=5.80 kN/m^3 is inconsistent with SU_TOP=28.50 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=7.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 8; BDEN=6.75 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=6.75 kN/m^3 is inconsistent with SU_BOT=60.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=54.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=58.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=87.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=95.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=67.50 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]:         T
   z_tip_start_PT         [m]:       4.47    
   z_tip_end_PT           [m]:       10.4    
   PT_height              [m]:       5.92    
 > z_tip_penetration      [m]:       10.4    
out_sp_pen_sub: END --- >


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