
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 04:09:43 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_CPT002UB_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   21)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.700      0.00      0.00     0.600       GSC
 0.700      1.20      0.00      0.00     0.500       SQC
  1.20      1.80      0.00      0.00     0.600       GSC
  1.80      3.60      0.00     0.500      1.80       SQC
  3.60      4.40     0.500      1.30     0.800       GSS
  4.40      5.10      1.30      2.00     0.700       SQC
  5.10      5.70      2.00      2.60     0.600       PTC>GSC
  5.70      13.5      2.60      10.4      7.80       GSC
  13.5      17.0      10.4      13.9      3.50       SQC
  17.0      17.1      13.9      14.0     0.100       PTC>PTS>SQC
  17.1      17.2      14.0      14.1     0.100       SQC
  17.2      17.9      14.1      14.8     0.700       PTC>PTS>SQC
  17.9      18.0      14.8      14.9     0.100       SQC
  18.0      18.5      14.9      15.4     0.500       PTC>PTS>SQC
  18.5      18.6      15.4      15.5     0.100       SQC
  18.6      19.0      15.5      15.9     0.400       PTC>PTS>SQC
  19.0      19.1      15.9      16.0     0.100       SQC
  19.1      19.3      16.0      16.2     0.200       PTC>PTS>SQC
  19.3      19.7      16.2      16.6     0.400       PTC>PTS>PTC>PTS>GSC
  19.7      20.4      16.6      17.3     0.700       PTS>PTC>PTS>GSC
  20.4      20.6      17.3      17.5     0.200       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:    8

WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=6.30 kPa; PSI=SU/SIGV=8.73 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=15.40 kPa; PSI=SU/SIGV=4.22 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=65.00 kPa.
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=15.40 kPa; PSI=SU/SIGV=8.05 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=7.62 kN/m^3 is inconsistent with SU_TOP=124.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.62 kN/m^3 is inconsistent with SU_BOT=128.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=8.90 kN/m^3 is inconsistent with SU_TOP=250.00 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]:       4.33    
out_sp_pen_sub: END --- >


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