
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:24:48 on 19-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].

DC02_SON_CPT001UB_SAPPHIRE              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   63)
 -------------------------------------------------------------------
  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      1.00      0.00      0.00     0.500       SQC
  1.00      1.20      0.00      0.00     0.200       GSC
  1.20      2.50      0.00     0.650      1.30       SQC
  2.50      2.80     0.650     0.950     0.300       PTS>SQC
  2.80      3.90     0.950      2.05      1.10       PTS>PTC>PTS>GSC
  3.90      4.30      2.05      2.45     0.400       GSS
  4.30      5.60      2.45      3.75      1.30       PTC>PTS>GSC
  5.60      6.20      3.75      4.35     0.600       PTS>GSC
  6.20      11.1      4.35      9.25      4.90       GSC
  11.1      13.3      9.25      11.5      2.20       SQC
  13.3      13.5      11.5      11.7     0.200       PTC>PTC>SQC
  13.5      13.6      11.7      11.8     0.100       SQC
  13.6      13.8      11.8      12.0     0.200       PTC>PTC>SQC
  13.8      13.9      12.0      12.1     0.100       SQC
  13.9      14.1      12.1      12.3     0.200       PTC>PTC>SQC
  14.1      14.2      12.3      12.4     0.100       SQC
  14.2      14.4      12.4      12.6     0.200       PTC>PTC>SQC
  14.4      14.5      12.6      12.7     0.100       SQC
  14.5      14.7      12.7      12.9     0.200       PTC>PTC>SQC
  14.7      14.8      12.9      13.0     0.100       SQC
  14.8      14.9      13.0      13.1     0.100       PTC>PTC>SQC
  14.9      15.0      13.1      13.2     0.100       SQC
  15.0      15.2      13.2      13.4     0.200       PTC>PTC>SQC
  15.2      15.3      13.4      13.5     0.100       SQC
  15.3      15.4      13.5      13.6     0.100       PTC>PTC>SQC
  15.4      15.5      13.6      13.7     0.100       SQC
  15.5      15.6      13.7      13.8     0.100       PTC>PTC>SQC
  15.6      15.7      13.8      13.9     0.100       SQC
  15.7      15.9      13.9      14.1     0.200       PTC>PTC>SQC
  15.9      16.0      14.1      14.2     0.100       SQC
  16.0      16.1      14.2      14.3     0.100       PTC>PTC>SQC
  16.1      16.2      14.3      14.3     0.100       SQC
  16.2      16.7      14.3      14.8     0.500       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  16.7      16.8      14.8      15.0     0.100       PTC>PTC>SQC
  16.8      17.0      15.0      15.2     0.200       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  17.0      17.1      15.2      15.3     0.100       SQC
  17.1      17.4      15.3      15.6     0.300       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  17.4      17.5      15.6      15.7     0.100       PTC>PTC>SQC
  17.5      17.7      15.7      15.8     0.200       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  17.7      17.8      15.8      16.0     0.100       SQC
  17.8      17.9      16.0      16.1     0.100       PTC>PTC>PTC>SQC
  17.9      18.0      16.1      16.1     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.0      18.1      16.1      16.2     0.100       PTC>PTC>PTC>SQC
  18.1      18.2      16.2      16.3     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.2      18.3      16.3      16.4     0.100       PTC>PTC>PTC>SQC
  18.3      18.4      16.4      16.6     0.100       PTC>PTC>SQC
  18.4      18.5      16.6      16.6     0.100       PTC>PTC>PTC>SQC
  18.5      18.6      16.6      16.8     0.100       PTC>PTC>PTC>PTC>PTS>PTS>SQC
  18.6      19.0      16.8      17.1     0.400       PTC>PTC>PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  19.0      19.6      17.1      17.8     0.600       PTC>PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  19.6      19.9      17.8      18.1     0.300       PTC>PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  19.9      21.1      18.1      19.2      1.20       PTC>PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  21.1      22.0      19.2      20.1     0.900       PTS>PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  22.0      22.9      20.1      21.1     0.900       PTS>PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  22.9      23.5      21.1      21.6     0.600       PTC>PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  23.5      24.3      21.6      22.4     0.800       PTS>PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  24.3      24.9      22.4      23.1     0.600       PTS>PTS>PTS>PTC>PTC>PTC>PTC>GSC
  24.9      27.0      23.1      25.1      2.10       PTS>PTS>PTC>PTC>PTC>PTC>GSC
  27.0      28.3      25.1      26.4      1.30       PTS>PTC>PTC>PTC>PTC>GSC
  28.3      28.9      26.4      27.1     0.600       PTC>PTC>PTC>PTC>GSC
  28.9      30.0      27.1      28.1      1.10       PTC>PTC>PTC>GSC
  30.0      30.1      28.1      28.2     0.100       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:   19

WARNING. gmdata: soil layer # 2; BDEN=7.75 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.75 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=12.82 kPa; PSI=SU/SIGV=4.83 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=6.60 kN/m^3 is inconsistent with SU_TOP=62.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.60 kN/m^3 is inconsistent with SU_BOT=81.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.50 kN/m^3 is inconsistent with SU_BOT=73.00 kPa.
WARNING. gmdata: soil layer # 6; SU_TOP, SIGV=85.02 kPa; PSI=SU/SIGV=5.88 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 6; SU_BOT, SIGV=91.02 kPa; PSI=SU/SIGV=5.49 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 7; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=70.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=7.35 kN/m^3 is inconsistent with SU_TOP=85.00 kPa.
WARNING. gmdata: soil layer # 11; BDEN=7.35 kN/m^3 is inconsistent with SU_BOT=90.00 kPa.
WARNING. gmdata: soil layer # 15; BDEN=9.70 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 15; BDEN=9.70 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 16; BDEN=8.60 kN/m^3 is inconsistent with SU_TOP=280.00 kPa.
WARNING. gmdata: soil layer # 18; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. spfdat: spudcan volume V_SPUDCAN=822 m^3 is outside typical range [30 - 500].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=162 degrees is outside typical range [110 - 150].
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   86710.40    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.45    
out_sp_pen_sub: END --- >


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