
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 12:52:43 on 09-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].

DC01_SOFF_CPT001LB_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   28)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      6.60      0.00      3.50      6.50       GSS
  6.60      7.20      3.50      4.10     0.600       PTS>SQC
  7.20      9.30      4.10      6.20      2.10       PTS>PTC>PTS>PTC>GSC
  9.30      10.1      6.20      7.00     0.800       PTC>PTS>PTC>GSC
  10.1      10.7      7.00      7.60     0.600       PTS>PTC>GSC
  10.7      11.4      7.60      8.30     0.700       PTC>GSC
  11.4      13.2      8.30      10.1      1.80       GSC
  13.2      17.0      10.1      13.9      3.80       SQC
  17.0      17.1      13.9      14.0     0.100       PTC>PTS>SQC
  17.1      17.2      14.0      14.1     0.100       SQC
  17.2      18.4      14.1      15.3      1.20       PTC>PTS>PTC>PTS>PTS>SQC
  18.4      18.5      15.3      15.4     0.100       PTC>PTS>SQC
  18.5      19.9      15.4      16.8      1.40       PTC>PTS>PTC>PTS>PTS>SQC
  19.9      20.0      16.8      16.9     0.100       PTC>PTS>SQC
  20.0      20.5      16.9      17.4     0.500       PTC>PTS>PTC>PTS>PTS>SQC
  20.5      20.6      17.4      17.5     0.100       SQC
  20.6      20.8      17.5      17.7     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  20.8      20.9      17.7      17.8     0.100       PTC>PTS>SQC
  20.9      21.3      17.8      18.2     0.400       PTC>PTS>PTC>PTS>PTS>SQC
  21.3      21.4      18.2      18.3     0.100       PTC>PTS>SQC
  21.4      21.5      18.3      18.4     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  21.5      21.6      18.4      18.5     0.100       SQC
  21.6      21.8      18.5      18.7     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  21.8      21.9      18.7      18.8     0.100       PTC>PTS>SQC
  21.9      22.1      18.8      19.0     0.200       PTC>PTS>PTC>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  22.1      28.4      19.0      25.3      6.30       PTS>PTC>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  28.4      28.5      25.3      25.4     0.100       PTC>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  28.5      30.0      25.4      26.9      1.50       PTS>PTS>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:   10

WARNING. gmdata: soil layer # 1; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 1; buoyant unit weight BDEN=3.00 kN/m^3 is outside typical SAND range [5 - 13].
WARNING. gmdata: soil layer # 3; BDEN=6.40 kN/m^3 is inconsistent with SU_BOT=60.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 9; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 10; BDEN=10.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 12; BDEN=7.90 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.40 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.

 < 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]:       6.36    
   z_tip_end_PT           [m]:       13.4    
   PT_height              [m]:       7.09    
 > z_tip_penetration      [m]:       13.4    
out_sp_pen_sub: END --- >


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