
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:36:39 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_CPT002LB_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   41)
 -------------------------------------------------------------------
  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      5.80      2.40      2.70     0.300       SQC
  5.80      7.00      2.70      3.90      1.20       PTC>GSS
  7.00      7.10      3.90      4.00     0.100       GSS
  7.10      7.40      4.00      4.30     0.300       PTS>GSC
  7.40      11.8      4.30      8.70      4.40       GSC
  11.8      14.4      8.70      11.3      2.60       SQC
  14.4      14.5      11.3      11.4     0.100       PTC>PTC>SQC
  14.5      14.6      11.4      11.5     0.100       SQC
  14.6      14.9      11.5      11.8     0.300       PTC>PTC>SQC
  14.9      15.0      11.8      11.9     0.100       SQC
  15.0      15.2      11.9      12.1     0.200       PTC>PTC>SQC
  15.2      15.3      12.1      12.2     0.100       SQC
  15.3      15.5      12.2      12.4     0.200       PTC>PTC>SQC
  15.5      15.6      12.4      12.5     0.100       SQC
  15.6      15.8      12.5      12.7     0.200       PTC>PTC>SQC
  15.8      15.9      12.7      12.8     0.100       SQC
  15.9      16.1      12.8      13.0     0.200       PTC>PTC>SQC
  16.1      16.2      13.0      13.1     0.100       SQC
  16.2      16.4      13.1      13.3     0.200       PTC>PTC>SQC
  16.4      16.5      13.3      13.4     0.100       SQC
  16.5      16.6      13.4      13.5     0.100       PTC>PTC>SQC
  16.6      16.7      13.5      13.6     0.100       SQC
  16.7      16.9      13.6      13.8     0.200       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      17.5      14.3      14.4     0.100       PTC>PTC>SQC
  17.5      17.6      14.4      14.5     0.100       SQC
  17.6      17.7      14.5      14.6     0.100       PTC>PTC>SQC
  17.7      17.8      14.6      14.7     0.100       SQC
  17.8      17.9      14.7      14.8     0.100       PTC>PTC>SQC
  17.9      18.6      14.8      15.5     0.700       PTC>PTC>PTC>PTC>PTS>PTS>GSC
  18.6      19.1      15.5      16.0     0.500       PTC>PTC>PTC>PTS>PTS>GSC
  19.1      19.8      16.0      16.7     0.700       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:    6

WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=60.00 kPa.
WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 6; BDEN=9.25 kN/m^3 is inconsistent with SU_TOP=250.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
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]:       5.47    
   z_tip_end_PT           [m]:       11.7    
   PT_height              [m]:       6.26    
 > z_tip_penetration      [m]:       11.7    
out_sp_pen_sub: END --- >


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