
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 07:39:51 on 05-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_BH001LB_ENSCO                  

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   13)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      5.30      0.00      2.20      5.20       GSS
  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      12.3      5.60      9.20      3.60       GSC
  12.3      16.6      9.20      13.5      4.30       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      18.6      14.4      15.5      1.10       GSS
  18.6      19.0      15.5      15.9     0.400       PTS>GSS
  19.0      20.8      15.9      17.7      1.80       GSS
  20.8      21.6      17.7      18.5     0.800       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:    9

WARNING. gmdata: soil layer # 2; BDEN=10.40 kN/m^3 is inconsistent with SU_TOP=35.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=9.20 kN/m^3 is inconsistent with SU_TOP=44.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=9.20 kN/m^3 is inconsistent with SU_BOT=47.00 kPa.
WARNING. gmdata: soil layer # 6; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 9; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 10; BDEN=10.30 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.30 kN/m^3 is inconsistent with PHI=27.50 degrees.
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]:       5.21    
   z_tip_end_PT           [m]:       9.67    
   PT_height              [m]:       4.46    
 > z_tip_penetration      [m]:       9.67    
out_sp_pen_sub: END --- >


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