
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:57:48 on 24-JUL-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].

DC44_SOFF_CPT001UB_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   54)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.500      0.00      0.00     0.400       GSC
 0.500     0.600      0.00      0.00     0.100       SQC
 0.600      1.60      0.00      0.00      1.00       GSC
  1.60      3.50      0.00     0.400      1.90       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      5.40      2.20      2.30     0.100       PTS>SQC
  5.40      5.90      2.30      2.80     0.500       PTC>PTS>SQC
  5.90      6.00      2.80      2.90     0.100       PTC>PTS>PTC>GSC
  6.00      6.30      2.90      3.20     0.300       PTS>PTC>GSC
  6.30      6.80      3.20      3.70     0.500       PTC>GSC
  6.80      12.8      3.70      9.70      6.00       GSC
  12.8      16.7      9.70      13.6      3.90       SQC
  16.7      16.8      13.6      13.7     0.100       PTC>PTS>PTC>PTS>SQC
  16.8      16.9      13.7      13.8     0.100       SQC
  16.9      17.0      13.8      13.9     0.100       PTC>PTS>PTC>PTS>SQC
  17.0      17.1      13.9      14.0     0.100       PTC>PTS>SQC
  17.1      17.4      14.0      14.3     0.300       PTC>PTS>PTC>PTS>SQC
  17.4      17.5      14.3      14.4     0.100       PTC>PTS>SQC
  17.5      17.7      14.4      14.6     0.200       PTC>PTS>PTC>PTS>SQC
  17.7      17.8      14.6      14.7     0.100       SQC
  17.8      17.9      14.7      14.8     0.100       PTC>PTS>SQC
  17.9      18.1      14.8      15.0     0.200       PTC>PTS>PTC>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       PTC>PTS>SQC
  18.2      18.3      15.1      15.2     0.100       PTC>PTS>PTC>PTS>SQC
  18.3      18.4      15.2      15.3     0.100       SQC
  18.4      18.5      15.3      15.4     0.100       PTC>PTS>PTC>PTS>SQC
  18.5      18.6      15.4      15.5     0.100       PTC>PTS>SQC
  18.6      19.0      15.5      15.9     0.400       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  19.0      19.1      15.9      16.0     0.100       PTC>PTS>PTC>PTS>SQC
  19.1      20.2      16.0      17.1      1.10       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  20.2      20.3      17.1      17.2     0.100       PTC>PTS>SQC
  20.3      20.4      17.2      17.3     0.100       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  20.4      20.5      17.3      17.4     0.100       PTC>PTS>PTC>PTS>SQC
  20.5      20.6      17.4      17.5     0.100       SQC
  20.6      21.1      17.5      18.0     0.500       PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.1      21.4      18.0      18.3     0.300       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  21.4      21.8      18.3      18.7     0.400       PTS>PTC>PTS>PTC>PTS>PTC>PTS>GSC
  21.8      22.1      18.7      19.0     0.300       PTC>PTS>PTC>PTS>PTC>PTS>GSC
  22.1      22.7      19.0      19.6     0.600       PTS>PTC>PTS>PTC>PTS>GSC
  22.7      23.1      19.6      20.0     0.400       PTC>PTS>PTC>PTS>GSC
  23.1      23.5      20.0      20.4     0.400       PTS>PTC>PTS>GSC
  23.5      24.8      20.4      21.7      1.30       PTC>PTS>GSC
  24.8      30.6      21.7      27.5      5.80       PTS>GSC
  30.6      30.7      27.5      27.6     0.100       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:   12

WARNING. gmdata: soil layer # 1;buoyant unit weight BDEN=1.80 is outside typical CLAY range [2 - 13].
WARNING. gmdata: soil layer # 2; BDEN=7.60 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=3.00 kPa; PSI=SU/SIGV=16.66 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.40 kN/m^3 is inconsistent with SU_BOT=75.00 kPa.
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=25.20 kPa; PSI=SU/SIGV=4.60 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=7.88 kN/m^3 is inconsistent with SU_TOP=116.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.88 kN/m^3 is inconsistent with SU_BOT=126.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=9.40 kN/m^3 is inconsistent with SU_TOP=300.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=8.40 kN/m^3 is inconsistent with SU_TOP=215.00 kPa.
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]:       3.48    
out_sp_pen_sub: END --- >


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