
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 16:23:33 on 28-JUL-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].

Q23-AS-PWD_SOFF_CPT002_LB_ENSCO         

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   25)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.700      0.00      0.00     0.600       GSC
 0.700      1.10      0.00      0.00     0.400       SQC
  1.10      1.30      0.00      0.00     0.200       GSC
  1.30      3.60      0.00     0.500      2.30       SQC
  3.60      6.70     0.500      3.60      3.10       GSS
  6.70      7.90      3.60      4.80      1.20       PTC>GSS
  7.90      8.50      4.80      5.40     0.600       GSS
  8.50      9.40      5.40      6.30     0.900       PTS>GSC
  9.40      11.9      6.30      8.80      2.50       GSC
  11.9      15.6      8.80      12.5      3.70       SQC
  15.6      16.3      12.5      13.2     0.700       PTC>PTS>SQC
  16.3      16.4      13.2      13.3     0.100       SQC
  16.4      16.9      13.3      13.8     0.500       PTC>PTS>SQC
  16.9      17.0      13.8      13.9     0.100       SQC
  17.0      17.3      13.9      14.2     0.300       PTC>PTS>SQC
  17.3      17.4      14.2      14.3     0.100       SQC
  17.4      17.5      14.3      14.4     0.100       PTC>PTS>SQC
  17.5      17.6      14.4      14.5     0.100       PTC>PTS>PTC>PTS>SQC
  17.6      17.7      14.5      14.6     0.100       PTC>PTS>SQC
  17.7      17.8      14.6      14.7     0.100       PTC>PTS>PTC>PTS>SQC
  17.8      17.9      14.7      14.8     0.100       SQC
  17.9      18.0      14.8      14.9     0.100       PTC>PTS>PTC>PTS>SQC
  18.0      18.1      14.9      15.0     0.100       PTC>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       PTC>PTS>PTC>PTS>PTC>GSS
  18.2      18.3      15.1      15.2     0.100       PTS>PTC>PTS>PTC>GSS
 -------------------------------------------------------------------
  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:    5

WARNING. gmdata: soil layer # 3; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=90.00 kPa.
WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 7; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=71.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=78.00 kPa.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       6.63    
out_sp_pen_sub: END --- >


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