
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:53:23 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_SOFF_CPT001LB_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   36)
 -------------------------------------------------------------------
  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      3.70      0.00     0.600      2.90       SQC
  3.70      5.10     0.600      2.00      1.40       GSS
  5.10      6.30      2.00      3.20      1.20       PTS>GSC
  6.30      13.6      3.20      10.5      7.30       GSC
  13.6      17.9      10.5      14.8      4.30       SQC
  17.9      18.0      14.8      14.9     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  18.0      18.1      14.9      15.0     0.100       SQC
  18.1      18.7      15.0      15.6     0.600       PTC>PTS>PTC>PTS>PTS>SQC
  18.7      18.8      15.6      15.7     0.100       SQC
  18.8      19.1      15.7      16.0     0.300       PTC>PTS>PTC>PTS>PTS>SQC
  19.1      19.2      16.0      16.1     0.100       SQC
  19.2      19.4      16.1      16.3     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  19.4      19.5      16.3      16.4     0.100       PTC>PTS>SQC
  19.5      19.6      16.4      16.5     0.100       SQC
  19.6      19.7      16.5      16.6     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  19.7      19.8      16.6      16.7     0.100       PTC>PTS>SQC
  19.8      19.9      16.7      16.8     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  19.9      20.0      16.8      16.9     0.100       PTC>PTS>SQC
  20.0      20.1      16.9      17.0     0.100       SQC
  20.1      20.2      17.0      17.1     0.100       PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  20.3      20.7      17.2      17.6     0.400       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  20.7      20.8      17.6      17.7     0.100       PTC>PTS>SQC
  20.8      21.0      17.7      17.9     0.200       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  21.0      21.3      17.9      18.2     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.3      22.2      18.2      19.1     0.900       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.2      22.5      19.1      19.4     0.300       PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.5      23.4      19.4      20.3     0.900       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  23.4      23.5      20.3      20.4     0.100       PTS>PTS>PTC>PTS>PTS>PTC>SQC
  23.5      24.5      20.4      21.4      1.00       PTS>PTS>PTC>PTS>PTS>SQC
  24.5      24.8      21.4      21.7     0.300       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  24.8      25.7      21.7      22.6     0.900       PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  25.7      25.9      22.6      22.8     0.200       PTC>PTS>PTS>PTC>PTC>PTS>GSC
  25.9      26.6      22.8      23.5     0.700       PTS>PTS>PTC>PTC>PTS>GSC
  26.6      30.1      23.5      27.0      3.50       PTS>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:   11

WARNING. gmdata: soil layer # 3; BDEN=6.90 kN/m^3 is inconsistent with SU_BOT=54.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.30 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 7; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=58.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=8.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 12; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=72.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=30.00 degrees.

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   61516.08    
   z_tip_start_PT         [m]:       5.10    
   z_tip_end_PT           [m]:       7.90    
   PT_height              [m]:       2.80    
 > z_tip_penetration      [m]:       9.65    
out_sp_pen_sub: END --- >


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