
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:19:11 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_CPT001LB_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   57)
 -------------------------------------------------------------------
  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      1.50      0.00      0.00     0.700       SQC
  1.50      2.00      0.00      0.00     0.500       GSC
  2.00      3.70      0.00     0.600      1.70       SQC
  3.70      5.20     0.600      2.10      1.50       GSS
  5.20      5.60      2.10      2.50     0.400       SQC
  5.60      6.80      2.50      3.70      1.20       PTC>PTS>GSC
  6.80      7.40      3.70      4.30     0.600       PTS>GSC
  7.40      11.2      4.30      8.10      3.80       GSC
  11.2      14.8      8.10      11.7      3.60       SQC
  14.8      15.0      11.7      11.9     0.200       PTC>PTC>SQC
  15.0      15.1      11.9      12.0     0.100       SQC
  15.1      15.4      12.0      12.3     0.300       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      16.0      12.7      12.9     0.200       PTC>PTC>SQC
  16.0      16.1      12.9      13.0     0.100       SQC
  16.1      16.3      13.0      13.2     0.200       PTC>PTC>SQC
  16.3      16.4      13.2      13.3     0.100       SQC
  16.4      16.6      13.3      13.5     0.200       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      17.4      14.1      14.3     0.200       PTC>PTC>SQC
  17.4      17.5      14.3      14.4     0.100       SQC
  17.5      17.6      14.4      14.5     0.100       PTC>PTC>SQC
  17.6      17.7      14.5      14.6     0.100       SQC
  17.7      18.2      14.6      15.1     0.500       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.2      18.3      15.1      15.2     0.100       PTC>PTC>SQC
  18.3      18.8      15.2      15.7     0.500       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.8      18.9      15.7      15.8     0.100       SQC
  18.9      19.0      15.8      15.9     0.100       PTC>PTC>PTC>SQC
  19.0      19.1      15.9      16.0     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  19.1      19.2      16.0      16.1     0.100       PTC>PTC>PTC>SQC
  19.2      19.4      16.1      16.3     0.200       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  19.4      19.5      16.3      16.4     0.100       PTC>PTC>PTC>SQC
  19.5      19.6      16.4      16.5     0.100       PTC>PTC>SQC
  19.6      19.7      16.5      16.6     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  19.7      19.8      16.6      16.7     0.100       PTC>PTC>PTC>SQC
  19.8      19.9      16.7      16.8     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  19.9      20.1      16.8      17.0     0.200       PTC>PTC>PTC>SQC
  20.1      20.2      17.0      17.1     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  20.2      20.6      17.1      17.5     0.400       PTC>PTC>PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  20.6      21.2      17.5      18.1     0.600       PTC>PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  21.2      21.5      18.1      18.4     0.300       PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  21.5      22.5      18.4      19.4      1.00       PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  22.5      23.4      19.4      20.3     0.900       PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  23.4      24.3      20.3      21.2     0.900       PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  24.3      24.7      21.2      21.6     0.400       PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  24.7      25.5      21.6      22.4     0.800       PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  25.5      26.1      22.4      23.0     0.600       PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  26.1      28.2      23.0      25.1      2.10       PTS>PTS>PTC>PTC>PTC>PTC>GSC
  28.2      29.5      25.1      26.4      1.30       PTS>PTC>PTC>PTC>PTC>GSC
  29.5      30.1      26.4      27.0     0.600       PTC>PTC>PTC>PTC>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:    9

WARNING. gmdata: soil layer # 3; BDEN=6.60 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 9; BDEN=9.50 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; BDEN=7.35 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 13; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 14; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 18; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=60.00 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]:         T
   z_tip_start_PT         [m]:       5.18    
   z_tip_end_PT           [m]:       12.1    
   PT_height              [m]:       6.94    
 > z_tip_penetration      [m]:       12.1    
out_sp_pen_sub: END --- >


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