
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:49:32 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_SON_CPT001BE_SAPHIRE               

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   62)
 -------------------------------------------------------------------
  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      2.30      0.00     0.450      1.90       SQC
  2.30      3.10     0.450      1.25     0.800       GSS
  3.10      4.20      1.25      2.35      1.10       PTS>SQC
  4.20      4.30      2.35      2.45     0.100       GSS
  4.30      4.40      2.45      2.55     0.100       PTS>SQC
  4.40      4.50      2.55      2.65     0.100       GSS
  4.50      4.60      2.65      2.75     0.100       PTS>SQC
  4.60      7.80      2.75      5.95      3.20       PTS>PTC>PTS>GSC
  7.80      8.70      5.95      6.85     0.900       PTC>PTS>GSC
  8.70      9.40      6.85      7.55     0.700       PTS>GSC
  9.40      12.8      7.55      11.0      3.40       GSC
  12.8      15.5      11.0      13.7      2.70       SQC
  15.5      15.8      13.7      14.0     0.300       PTC>SQC
  15.8      16.1      14.0      14.3     0.300       GSC
  16.1      16.2      14.3      14.3     0.100       PTC>SQC
  16.2      17.0      14.3      15.2     0.800       GSC
  17.0      17.2      15.2      15.3     0.200       SQC
  17.2      17.3      15.3      15.5     0.100       PTC>SQC
  17.3      17.9      15.5      16.1     0.600       SQC
  17.9      18.2      16.1      16.3     0.300       PTC>PTS>SQC
  18.2      18.3      16.3      16.4     0.100       SQC
  18.3      18.4      16.4      16.6     0.100       PTC>PTS>SQC
  18.4      18.5      16.6      16.6     0.100       PTC>PTS>PTC>PTC>PTS>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>PTC>PTS>SQC
  18.7      18.8      16.8      16.9     0.100       PTC>PTS>SQC
  18.8      19.0      16.9      17.1     0.200       PTC>PTS>PTC>PTC>PTS>SQC
  19.0      19.1      17.1      17.2     0.100       PTC>PTS>SQC
  19.1      19.7      17.2      17.9     0.600       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  19.7      19.8      17.9      17.9     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  19.8      20.4      17.9      18.6     0.600       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  20.4      20.5      18.6      18.6     0.100       PTC>PTS>SQC
  20.5      20.9      18.6      19.1     0.400       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  20.9      21.0      19.1      19.1     0.100       SQC
  21.0      21.1      19.1      19.2     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.1      21.2      19.2      19.4     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  21.2      21.6      19.4      19.8     0.400       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.6      21.7      19.8      19.9     0.100       PTC>PTS>SQC
  21.7      21.9      19.9      20.1     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  21.9      22.0      20.1      20.1     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  22.0      22.3      20.1      20.4     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.3      22.4      20.4      20.6     0.100       PTC>PTS>SQC
  22.4      22.5      20.6      20.6     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.5      22.6      20.6      20.8     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  22.6      22.8      20.8      20.9     0.200       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  22.8      22.9      20.9      21.1     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  22.9      23.0      21.1      21.1     0.100       PTC>PTS>SQC
  23.0      23.1      21.1      21.2     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.1      23.2      21.2      21.4     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>SQC
  23.2      23.3      21.4      21.4     0.100       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  23.3      23.4      21.4      21.6     0.100       PTC>PTS>PTC>PTC>PTS>SQC
  23.4      23.7      21.6      21.9     0.300       PTC>PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  23.7      24.1      21.9      22.2     0.400       PTS>PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  24.1      24.5      22.2      22.6     0.400       PTC>PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  24.5      24.7      22.6      22.9     0.200       PTC>PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  24.7      27.1      22.9      25.2      2.40       PTS>PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  27.1      27.6      25.2      25.8     0.500       PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  27.6      28.5      25.8      26.6     0.900       PTS>PTC>PTS>PTC>PTC>PTS>GSC
  28.5      29.5      26.6      27.6      1.00       PTC>PTS>PTC>PTC>PTS>GSC
  29.5      30.1      27.6      28.2     0.600       PTS>PTC>PTC>PTS>GSC
  30.1      30.7      28.2      28.9     0.600       PTC>PTC>PTS>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:   17

WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.81 kN/m^3 is inconsistent with SU_TOP=56.50 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.81 kN/m^3 is inconsistent with SU_BOT=58.50 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=52.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.80 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=6.90 kN/m^3 is inconsistent with SU_TOP=87.50 kPa.
WARNING. gmdata: soil layer # 12; BDEN=6.80 kN/m^3 is inconsistent with SU_TOP=88.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=108.50 kPa.
WARNING. gmdata: soil layer # 15; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 16; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
WARNING. gmdata: soil layer # 17; BDEN=7.70 kN/m^3 is inconsistent with SU_TOP=107.50 kPa.
WARNING. gmdata: soil layer # 18; BDEN=10.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 19; BDEN=7.60 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]:       2.55    
out_sp_pen_sub: END --- >


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