
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 05:53:30 on 04-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_SON_BH001UB_ENSCO                  

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   15)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      4.30      0.00      1.20      4.20       GSS
  4.30      5.30      1.20      2.20      1.00       PTS>PTC>PTS>GSC
  5.30      5.70      2.20      2.60     0.400       PTC>PTS>GSC
  5.70      8.70      2.60      5.60      3.00       PTS>GSC
  8.70      12.5      5.60      9.40      3.80       GSC
  12.5      16.6      9.40      13.5      4.10       SQC
  16.6      16.8      13.5      13.7     0.200       PTC>PTS>GSS
  16.8      17.5      13.7      14.4     0.700       PTS>GSS
  17.5      18.3      14.4      15.2     0.800       GSS
  18.3      18.6      15.2      15.5     0.300       PTS>PTS>PTS>PTS>PTS>GSS
  18.6      19.0      15.5      15.9     0.400       PTS>PTS>PTS>PTS>GSS
  19.0      19.4      15.9      16.3     0.400       PTS>PTS>PTS>GSS
  19.4      21.6      16.3      18.5      2.20       PTS>PTS>GSS
  21.6      22.5      18.5      19.4     0.900       PTS>GSS
  22.5      30.0      19.4      26.9      7.50       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:    6

WARNING. gmdata: soil layer # 1; BDEN=9.10 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=10.40 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=8.20 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.30 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.30 kN/m^3 is inconsistent with PHI=32.50 degrees.
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]:         F
 > z_tip_penetration      [m]:       2.72    
out_sp_pen_sub: END --- >


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