
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:41:20 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_SON_CPT002LB_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   35)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.300      0.00      0.00     0.200       GSC
 0.300      3.30      0.00     0.200      3.00       SQC
  3.30      3.40     0.200     0.300     0.100       PTS>SQC
  3.40      3.60     0.300     0.500     0.200       GSS
  3.60      4.60     0.500      1.50      1.00       PTS>PTC>GSC
  4.60      4.80      1.50      1.70     0.200       PTC>GSC
  4.80      11.7      1.70      8.60      6.90       GSC
  11.7      15.9      8.60      12.8      4.20       SQC
  15.9      16.6      12.8      13.5     0.700       PTC>SQC
  16.6      16.7      13.5      13.6     0.100       SQC
  16.7      17.4      13.6      14.3     0.700       PTC>SQC
  17.4      17.5      14.3      14.4     0.100       SQC
  17.5      17.7      14.4      14.6     0.200       PTC>SQC
  17.7      17.8      14.6      14.7     0.100       PTC>PTC>PTS>SQC
  17.8      17.9      14.7      14.8     0.100       PTC>SQC
  17.9      18.0      14.8      14.9     0.100       PTC>PTC>PTS>SQC
  18.0      18.1      14.9      15.0     0.100       PTC>SQC
  18.1      18.2      15.0      15.1     0.100       PTC>PTC>PTS>SQC
  18.2      18.3      15.1      15.2     0.100       PTC>SQC
  18.3      18.4      15.2      15.3     0.100       PTC>PTC>PTS>SQC
  18.4      18.5      15.3      15.4     0.100       SQC
  18.5      18.6      15.4      15.5     0.100       PTC>SQC
  18.6      18.7      15.5      15.6     0.100       PTC>PTC>PTS>SQC
  18.7      18.9      15.6      15.8     0.200       PTC>SQC
  18.9      19.0      15.8      15.9     0.100       PTC>PTC>PTS>SQC
  19.0      19.1      15.9      16.0     0.100       PTC>SQC
  19.1      19.2      16.0      16.1     0.100       SQC
  19.2      19.3      16.1      16.2     0.100       PTC>PTC>PTS>SQC
  19.3      19.5      16.2      16.4     0.200       PTC>SQC
  19.5      19.6      16.4      16.5     0.100       PTC>PTC>PTS>SQC
  19.6      19.7      16.5      16.6     0.100       PTC>SQC
  19.7      19.8      16.6      16.7     0.100       SQC
  19.8      19.9      16.7      16.8     0.100       PTC>SQC
  19.9      20.0      16.8      16.9     0.100       PTC>PTC>PTS>SQC
  20.0      20.1      16.9      17.0     0.100       PTC>SQC
 -------------------------------------------------------------------
  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:    5

WARNING. gmdata: soil layer # 1;buoyant unit weight BDEN=1.80 is outside typical CLAY range [2 - 13].
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=11.29 kPa; PSI=SU/SIGV=5.13 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=58.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_BOT=68.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=70.00 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]:       3.31    
out_sp_pen_sub: END --- >


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