
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 16:19:55 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_BE_ENSCO         

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   23)
 -------------------------------------------------------------------
  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      3.60      0.00     0.500      2.90       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      9.00      4.80      5.90      1.10       GSS
  9.00      9.40      5.90      6.30     0.400       PTS>GSC
  9.40      11.9      6.30      8.80      2.50       GSC
  11.9      15.5      8.80      12.4      3.60       SQC
  15.5      15.6      12.4      12.5     0.100       PTC>PTS>SQC
  15.6      15.7      12.5      12.6     0.100       SQC
  15.7      16.4      12.6      13.3     0.700       PTC>PTS>SQC
  16.4      16.5      13.3      13.4     0.100       SQC
  16.5      16.9      13.4      13.8     0.400       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      17.7      14.4      14.6     0.200       PTC>PTS>PTC>PTS>SQC
  17.7      17.8      14.6      14.7     0.100       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>PTC>PTS>PTC>GSS
  18.1      18.3      15.0      15.2     0.200       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:    8

WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=24.91 kPa; PSI=SU/SIGV=4.81 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=120.00 kPa.
WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 5; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=64.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=9.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=95.50 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=104.00 kPa.

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   53902.73    
   z_tip_start_PT         [m]:       4.60    
   z_tip_end_PT           [m]:       5.50    
   PT_height              [m]:      0.900    
 > z_tip_penetration      [m]:       6.61    
out_sp_pen_sub: END --- >


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