
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:45:30 on 12-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].

DC28_SON_CPT001LB_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   63)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.500      0.00      0.00     0.400       GSC
 0.500      3.50      0.00     0.400      3.00       SQC
  3.50      3.60     0.400     0.500     0.100       PTC>GSS
  3.60      4.90     0.500      1.80      1.30       GSS
  4.90      6.30      1.80      3.20      1.40       PTS>SQC
  6.30      6.40      3.20      3.30     0.100       GSS
  6.40      6.50      3.30      3.40     0.100       PTS>SQC
  6.50      9.20      3.40      6.10      2.70       PTS>PTC>PTS>GSC
  9.20      9.90      6.10      6.80     0.700       PTC>PTS>GSC
  9.90      10.6      6.80      7.50     0.700       PTS>GSC
  10.6      14.6      7.50      11.5      4.00       GSC
  14.6      16.7      11.5      13.6      2.10       SQC
  16.7      17.2      13.6      14.1     0.500       PTC>SQC
  17.2      17.8      14.1      14.7     0.600       GSC
  17.8      17.9      14.7      14.8     0.100       PTC>SQC
  17.9      18.5      14.8      15.4     0.600       SQC
  18.5      18.6      15.4      15.5     0.100       PTC>SQC
  18.6      19.2      15.5      16.1     0.600       SQC
  19.2      19.4      16.1      16.3     0.200       PTC>PTS>SQC
  19.4      19.5      16.3      16.4     0.100       SQC
  19.5      19.8      16.4      16.7     0.300       PTC>PTS>SQC
  19.8      19.9      16.7      16.8     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  19.9      20.0      16.8      16.9     0.100       PTC>PTS>SQC
  20.0      20.2      16.9      17.1     0.200       PTC>PTS>PTC>PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       PTC>PTS>SQC
  20.3      20.4      17.2      17.3     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  20.4      20.5      17.3      17.4     0.100       PTC>PTS>SQC
  20.5      20.6      17.4      17.5     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  20.6      20.7      17.5      17.6     0.100       PTC>PTS>SQC
  20.7      20.8      17.6      17.7     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  20.8      20.9      17.7      17.8     0.100       SQC
  20.9      21.0      17.8      17.9     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  21.0      21.1      17.9      18.0     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  21.1      21.9      18.0      18.8     0.800       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.9      22.0      18.8      18.9     0.100       PTC>PTS>SQC
  22.0      22.1      18.9      19.0     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.1      22.2      19.0      19.1     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  22.2      23.1      19.1      20.0     0.900       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.1      23.2      20.0      20.1     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  23.2      23.6      20.1      20.5     0.400       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.6      23.7      20.5      20.6     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  23.7      23.9      20.6      20.8     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.9      24.0      20.8      20.9     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  24.0      24.2      20.9      21.1     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  24.2      24.3      21.1      21.2     0.100       PTC>PTS>SQC
  24.3      24.4      21.2      21.3     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  24.4      24.5      21.3      21.4     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  24.5      24.7      21.4      21.6     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  24.7      24.8      21.6      21.7     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  24.8      24.9      21.7      21.8     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  24.9      25.0      21.8      21.9     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  25.0      25.1      21.9      22.0     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  25.1      25.2      22.0      22.1     0.100       PTC>PTS>SQC
  25.2      25.3      22.1      22.2     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  25.3      25.4      22.2      22.3     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  25.4      25.7      22.3      22.6     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  25.7      26.1      22.6      23.0     0.400       PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  26.1      26.4      23.0      23.3     0.300       PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  26.4      26.6      23.3      23.5     0.200       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  26.6      29.0      23.5      25.9      2.40       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  29.0      29.5      25.9      26.4     0.500       PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  29.5      30.4      26.4      27.3     0.900       PTS>PTC>PTS>PTC>PTC>PTS>GSC
  30.4      30.7      27.3      27.6     0.300       PTC>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 # 4; BDEN=9.50 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 9; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=6.90 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=66.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=67.00 kPa.
WARNING. gmdata: soil layer # 15; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 16; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 17; BDEN=7.70 kN/m^3 is inconsistent with SU_TOP=90.00 kPa.
WARNING. gmdata: soil layer # 18; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 19; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=75.00 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]:       5.53    
   z_tip_end_PT           [m]:       12.4    
   PT_height              [m]:       6.87    
 > z_tip_penetration      [m]:       12.4    
out_sp_pen_sub: END --- >


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