
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 08:04:05 on 11-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].

DC28_SON_BH001LB_ENSCO                  

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   21)
 -------------------------------------------------------------------
  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      4.30     0.500      1.20     0.700       PTS>SQC
  4.30      4.40      1.20      1.30     0.100       PTC>PTS>SQC
  4.40      4.50      1.30      1.40     0.100       PTS>SQC
  4.50      4.60      1.40      1.50     0.100       PTC>PTS>SQC
  4.60      4.70      1.50      1.60     0.100       PTS>SQC
  4.70      4.80      1.60      1.70     0.100       PTC>PTS>SQC
  4.80      4.90      1.70      1.80     0.100       PTS>SQC
  4.90      5.00      1.80      1.90     0.100       PTC>PTS>SQC
  5.00      5.10      1.90      2.00     0.100       PTC>GSS
  5.10      8.90      2.00      5.80      3.80       PTS>PTC>PTS>GSC
  8.90      9.40      5.80      6.30     0.500       PTC>PTS>GSC
  9.40      10.4      6.30      7.30      1.00       PTS>GSC
  10.4      15.3      7.30      12.2      4.90       GSC
  15.3      19.0      12.2      15.9      3.70       SQC
  19.0      19.5      15.9      16.4     0.500       PTC>PTS>SQC
  19.5      19.6      16.4      16.5     0.100       SQC
  19.6      20.2      16.5      17.1     0.600       PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       SQC
  20.3      20.5      17.2      17.4     0.200       PTC>PTS>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:    3

WARNING. gmdata: soil layer # 1; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=1.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=9.25 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=10.20 kN/m^3 is inconsistent with SU_TOP=74.00 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]:       4.68    
   z_tip_end_PT           [m]:       12.0    
   PT_height              [m]:       7.34    
 > z_tip_penetration      [m]:       12.0    
out_sp_pen_sub: END --- >


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