
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 07:17:35 on 07-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_CPT001BE_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   43)
 -------------------------------------------------------------------
  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      5.40     0.600      2.30      1.70       GSS
  5.40      6.70      2.30      3.60      1.30       PTC>PTS>GSC
  6.70      7.20      3.60      4.10     0.500       PTS>GSC
  7.20      11.5      4.10      8.40      4.30       GSC
  11.5      14.5      8.40      11.4      3.00       SQC
  14.5      14.7      11.4      11.6     0.200       PTC>PTC>SQC
  14.7      14.8      11.6      11.7     0.100       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      15.2      12.0      12.1     0.100       PTC>PTC>SQC
  15.2      15.3      12.1      12.2     0.100       SQC
  15.3      15.5      12.2      12.4     0.200       PTC>PTC>SQC
  15.5      15.6      12.4      12.5     0.100       SQC
  15.6      15.7      12.5      12.6     0.100       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      16.2      13.0      13.1     0.100       PTC>PTC>SQC
  16.2      16.3      13.1      13.2     0.100       SQC
  16.3      16.4      13.2      13.3     0.100       PTC>PTC>SQC
  16.4      16.5      13.3      13.4     0.100       SQC
  16.5      16.6      13.4      13.5     0.100       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      17.3      14.1      14.2     0.100       PTC>PTC>SQC
  17.3      17.4      14.2      14.3     0.100       SQC
  17.4      17.5      14.3      14.4     0.100       PTC>PTC>SQC
  17.5      17.6      14.4      14.5     0.100       SQC
  17.6      17.9      14.5      14.8     0.300       PTC>PTC>PTC>SQC
  17.9      18.0      14.8      14.9     0.100       PTC>PTC>SQC
  18.0      18.1      14.9      15.0     0.100       PTC>PTC>PTC>SQC
  18.1      18.2      15.0      15.1     0.100       SQC
  18.2      18.7      15.1      15.6     0.500       PTC>PTC>PTC>SQC
  18.7      18.8      15.6      15.7     0.100       PTC>PTC>SQC
  18.8      18.9      15.7      15.8     0.100       SQC
  18.9      19.3      15.8      16.2     0.400       PTC>PTC>PTC>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:    4

WARNING. gmdata: soil layer # 1; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=0.80 kPa.
WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; 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]:       3.86    
   z_tip_end_PT           [m]:       9.80    
   PT_height              [m]:       5.94    
 > z_tip_penetration      [m]:       9.80    
out_sp_pen_sub: END --- >


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