
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 09:17:00 on 07-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_SOFF_CPT001BE_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   20)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      6.40      0.00      3.30      6.30       GSS
  6.40      7.00      3.30      3.90     0.600       PTS>SQC
  7.00      9.30      3.90      6.20      2.30       PTS>PTC>PTS>PTC>GSC
  9.30      10.1      6.20      7.00     0.800       PTC>PTS>PTC>GSC
  10.1      10.7      7.00      7.60     0.600       PTS>PTC>GSC
  10.7      11.4      7.60      8.30     0.700       PTC>GSC
  11.4      13.2      8.30      10.1      1.80       GSC
  13.2      17.0      10.1      13.9      3.80       SQC
  17.0      17.1      13.9      14.0     0.100       PTC>PTS>SQC
  17.1      17.2      14.0      14.1     0.100       SQC
  17.2      17.3      14.1      14.2     0.100       PTC>PTS>SQC
  17.3      18.9      14.2      15.8      1.60       PTC>PTS>PTC>PTS>PTS>SQC
  18.9      19.0      15.8      15.9     0.100       PTC>PTS>SQC
  19.0      19.5      15.9      16.4     0.500       PTC>PTS>PTC>PTS>PTS>SQC
  19.5      19.6      16.4      16.5     0.100       SQC
  19.6      19.8      16.5      16.7     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  19.8      20.1      16.7      17.0     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTC>PTC>GSC
  20.1      26.4      17.0      23.3      6.30       PTS>PTC>PTS>PTS>PTC>PTC>PTC>GSC
  26.4      26.8      23.3      23.7     0.400       PTC>PTS>PTS>PTC>PTC>PTC>GSC
  26.8      28.1      23.7      25.0      1.30       PTS>PTS>PTC>PTC>PTC>GSC
 -------------------------------------------------------------------
  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:   11

WARNING. gmdata: soil layer # 1; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 1; buoyant unit weight BDEN=3.00 kN/m^3 is outside typical SAND range [5 - 13].
WARNING. gmdata: soil layer # 3; BDEN=6.40 kN/m^3 is inconsistent with SU_BOT=72.50 kPa.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=6.15 kN/m^3 is inconsistent with SU_TOP=54.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=67.50 kPa.
WARNING. gmdata: soil layer # 10; BDEN=10.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 12; BDEN=7.90 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.40 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       4.97    
out_sp_pen_sub: END --- >


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