
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:40:55 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_BH001UB_HAKURYU12              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   21)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.40      0.00     0.550      2.30       SQC
  2.40      3.60     0.550      1.75      1.20       PTS>SQC
  3.60      7.50      1.75      5.65      3.90       PTS>PTC>PTS>GSC
  7.50      8.20      5.65      6.35     0.700       PTC>PTS>GSC
  8.20      9.20      6.35      7.35      1.00       PTS>GSC
  9.20      13.6      7.35      11.8      4.40       GSC
  13.6      17.6      11.8      15.8      4.00       SQC
  17.6      18.0      15.8      16.1     0.400       PTC>PTS>SQC
  18.0      18.1      16.1      16.2     0.100       SQC
  18.1      18.5      16.2      16.6     0.400       PTC>PTS>SQC
  18.5      18.6      16.6      16.8     0.100       SQC
  18.6      19.0      16.8      17.1     0.400       PTC>PTS>SQC
  19.0      19.1      17.1      17.2     0.100       SQC
  19.1      19.4      17.2      17.6     0.300       PTC>PTS>SQC
  19.4      19.5      17.6      17.6     0.100       SQC
  19.5      19.7      17.6      17.9     0.200       PTC>PTS>SQC
  19.7      19.8      17.9      17.9     0.100       SQC
  19.8      19.9      17.9      18.1     0.100       PTC>PTS>PTC>PTC>PTS>GSS
  19.9      20.3      18.1      18.4     0.400       PTS>PTC>PTC>PTS>GSS
  20.3      20.4      18.4      18.6     0.100       PTC>PTC>PTS>GSS
  20.4      20.5      18.6      18.6     0.100       PTC>PTS>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:   10

WARNING. gmdata: soil layer # 1; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=2.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.85 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=9.85 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=10.20 kN/m^3 is inconsistent with SU_TOP=130.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=10.20 kN/m^3 is inconsistent with SU_TOP=115.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=9.35 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 11; BDEN=9.05 kN/m^3 is inconsistent with PHI=27.50 degrees.
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]:   91900.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.36    
out_sp_pen_sub: END --- >


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