
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 09:02:35 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_RW_CPT001UB_SAPHIREDRILLER         

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   60)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.600      0.00      0.00     0.500       GSC
 0.600      2.60      0.00     0.750      2.00       SQC
  2.60      4.10     0.750      2.25      1.50       PTS>SQC
  4.10      7.90      2.25      6.05      3.80       PTS>PTC>PTS>GSC
  7.90      8.50      6.05      6.65     0.600       PTC>PTS>GSC
  8.50      9.30      6.65      7.45     0.800       PTS>GSC
  9.30      10.3      7.45      8.45      1.00       GSC
  10.3      13.8      8.45      12.0      3.50       SQC
  13.8      14.0      12.0      12.2     0.200       PTC>PTS>PTC>PTS>SQC
  14.0      14.1      12.2      12.3     0.100       SQC
  14.1      14.7      12.3      12.9     0.600       PTC>PTS>PTC>PTS>SQC
  14.7      14.8      12.9      13.0     0.100       SQC
  14.8      15.2      13.0      13.4     0.400       PTC>PTS>PTC>PTS>SQC
  15.2      15.3      13.4      13.5     0.100       SQC
  15.3      15.6      13.5      13.8     0.300       PTC>PTS>PTC>PTS>SQC
  15.6      15.7      13.8      13.9     0.100       SQC
  15.7      15.9      13.9      14.1     0.200       PTC>PTS>PTC>PTS>SQC
  15.9      16.0      14.1      14.2     0.100       SQC
  16.0      16.2      14.2      14.3     0.200       PTC>PTS>PTC>PTS>SQC
  16.2      16.3      14.3      14.5     0.100       SQC
  16.3      16.4      14.5      14.6     0.100       PTC>PTS>SQC
  16.4      16.5      14.6      14.7     0.100       PTC>PTS>PTC>PTS>SQC
  16.5      16.6      14.7      14.8     0.100       PTC>PTS>SQC
  16.6      16.7      14.8      14.8     0.100       SQC
  16.7      16.8      14.8      15.0     0.100       PTC>PTS>PTC>PTS>SQC
  16.8      16.9      15.0      15.1     0.100       PTC>PTS>SQC
  16.9      17.3      15.1      15.5     0.400       PTC>PTS>PTC>PTS>PTC>SQC
  17.3      17.4      15.5      15.6     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  17.4      17.5      15.6      15.7     0.100       PTC>PTS>SQC
  17.5      17.6      15.7      15.8     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  17.6      17.7      15.8      15.8     0.100       PTC>PTS>PTC>PTS>SQC
  17.7      17.8      15.8      16.0     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  17.8      17.9      16.0      16.1     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  17.9      18.0      16.1      16.1     0.100       SQC
  18.0      18.1      16.1      16.2     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  18.1      18.2      16.2      16.3     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  18.2      18.3      16.3      16.4     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  18.3      18.4      16.4      16.6     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  18.4      18.5      16.6      16.6     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  18.5      18.6      16.6      16.8     0.100       PTC>PTS>SQC
  18.6      18.7      16.8      16.8     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  18.7      18.8      16.8      16.9     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  18.8      18.9      16.9      17.1     0.100       PTC>PTS>PTC>PTS>PTC>SQC
  18.9      19.0      17.1      17.1     0.100       PTC>PTS>PTC>PTS>SQC
  19.0      19.1      17.1      17.2     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>PTS>SQC
  19.1      19.3      17.2      17.4     0.200       PTC>GSS
  19.3      19.7      17.4      17.9     0.400       GSS
  19.7      19.9      17.9      18.1     0.200       PTC>PTS>PTC>SQC
  19.9      20.1      18.1      18.2     0.200       PTC>GSS
  20.1      20.2      18.2      18.4     0.100       GSS
  20.2      20.3      18.4      18.4     0.100       PTS>PTC>PTC>PTS>PTS>SQC
  20.3      20.4      18.4      18.6     0.100       PTS>PTC>SQC
  20.4      20.6      18.6      18.8     0.200       GSS
  20.6      20.9      18.8      19.1     0.300       PTS>PTC>PTC>PTS>GSS
  20.9      21.0      19.1      19.1     0.100       PTC>PTC>PTS>GSS
  21.0      21.3      19.1      19.4     0.300       PTC>PTS>GSS
  21.3      21.7      19.4      19.9     0.400       PTS>GSS
  21.7      22.2      19.9      20.4     0.500       GSS
  22.2      22.3      20.4      20.4     0.100       PTS>SQC
  22.3      23.0      20.4      21.1     0.700       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:   14

WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.70 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.70 kN/m^3 is inconsistent with SU_BOT=77.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.50 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=175.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=7.40 kN/m^3 is inconsistent with SU_TOP=135.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=7.40 kN/m^3 is inconsistent with SU_BOT=140.00 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]:       2.58    
out_sp_pen_sub: END --- >


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