
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:14:40 on 12-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_SOFF_CPT003UB_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   35)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.400      0.00      0.00     0.300       GSC
 0.400      3.40      0.00     0.300      3.00       SQC
  3.40      3.50     0.300     0.400     0.100       PTS>SQC
  3.50      3.60     0.400     0.500     0.100       PTC>PTS>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      5.10      1.80      2.00     0.200       PTC>PTS>SQC
  5.10      5.20      2.00      2.10     0.100       PTS>SQC
  5.20      5.30      2.10      2.20     0.100       PTC>PTS>SQC
  5.30      9.00      2.20      5.90      3.70       PTS>PTC>PTS>GSC
  9.00      9.80      5.90      6.70     0.800       PTC>PTS>GSC
  9.80      10.6      6.70      7.50     0.800       PTS>GSC
  10.6      12.2      7.50      9.10      1.60       GSC
  12.2      16.3      9.10      13.2      4.10       SQC
  16.3      17.2      13.2      14.1     0.900       PTC>PTS>SQC
  17.2      17.3      14.1      14.2     0.100       SQC
  17.3      18.2      14.2      15.1     0.900       PTC>PTS>SQC
  18.2      18.3      15.1      15.2     0.100       SQC
  18.3      18.9      15.2      15.8     0.600       PTC>PTS>SQC
  18.9      19.0      15.8      15.9     0.100       SQC
  19.0      19.4      15.9      16.3     0.400       PTC>PTS>SQC
  19.4      19.5      16.3      16.4     0.100       SQC
  19.5      19.8      16.4      16.7     0.300       PTC>PTS>SQC
  19.8      19.9      16.7      16.8     0.100       SQC
  19.9      20.1      16.8      17.0     0.200       PTC>PTS>SQC
  20.1      20.2      17.0      17.1     0.100       SQC
  20.2      20.4      17.1      17.3     0.200       PTC>PTS>SQC
  20.4      20.5      17.3      17.4     0.100       SQC
  20.5      20.7      17.4      17.6     0.200       PTC>PTS>SQC
  20.7      20.8      17.6      17.7     0.100       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:   12

WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.40 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=79.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.30 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=80.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=120.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=150.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=9.20 kN/m^3 is inconsistent with PHI=27.50 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]:       3.37    
out_sp_pen_sub: END --- >


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