
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:13:20 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_SOFF_CPT003LB_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   38)
 -------------------------------------------------------------------
  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      3.50     0.300     0.400     0.100       PTS>SQC
  3.50      3.60     0.400     0.500     0.100       PTC>PTS>SQC
  3.60      4.30     0.500      1.20     0.700       PTS>SQC
  4.30      4.40      1.20      1.30     0.100       PTC>PTS>SQC
  4.40      4.50      1.30      1.40     0.100       PTS>SQC
  4.50      4.60      1.40      1.50     0.100       PTC>PTS>SQC
  4.60      4.70      1.50      1.60     0.100       PTS>SQC
  4.70      4.80      1.60      1.70     0.100       PTC>PTS>SQC
  4.80      4.90      1.70      1.80     0.100       PTS>SQC
  4.90      5.10      1.80      2.00     0.200       PTC>PTS>SQC
  5.10      5.20      2.00      2.10     0.100       PTS>SQC
  5.20      5.30      2.10      2.20     0.100       PTC>PTS>SQC
  5.30      5.40      2.20      2.30     0.100       PTS>SQC
  5.40      5.50      2.30      2.40     0.100       PTC>PTS>SQC
  5.50      5.60      2.40      2.50     0.100       PTC>PTS>PTC>PTS>GSC
  5.60      9.20      2.50      6.10      3.60       PTS>PTC>PTS>GSC
  9.20      9.80      6.10      6.70     0.600       PTC>PTS>GSC
  9.80      10.6      6.70      7.50     0.800       PTS>GSC
  10.6      12.2      7.50      9.10      1.60       GSC
  12.2      16.3      9.10      13.2      4.10       SQC
  16.3      16.7      13.2      13.6     0.400       PTC>PTS>SQC
  16.7      16.8      13.6      13.7     0.100       SQC
  16.8      18.1      13.7      15.0      1.30       PTC>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       SQC
  18.2      18.9      15.1      15.8     0.700       PTC>PTS>SQC
  18.9      19.0      15.8      15.9     0.100       SQC
  19.0      19.4      15.9      16.3     0.400       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       SQC
  19.9      20.2      16.8      17.1     0.300       PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       SQC
  20.3      20.4      17.2      17.3     0.100       PTC>PTS>SQC
  20.4      20.5      17.3      17.4     0.100       SQC
  20.5      20.7      17.4      17.6     0.200       PTC>PTS>SQC
  20.7      20.8      17.6      17.7     0.100       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:    6

WARNING. gmdata: soil layer # 5; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=51.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=70.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=100.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=9.35 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. 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]:       5.01    
   z_tip_end_PT           [m]:       12.2    
   PT_height              [m]:       7.14    
 > z_tip_penetration      [m]:       12.2    
out_sp_pen_sub: END --- >


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