
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 07:15:46 on 05-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].

DC01_SON_BH001UB_HAKURYU12              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   15)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.50      0.00     0.650      2.40       GSS
  2.50      4.10     0.650      2.25      1.60       PTS>PTC>PTS>GSC
  4.10      4.50      2.25      2.65     0.400       PTC>PTS>GSC
  4.50      7.50      2.65      5.65      3.00       PTS>GSC
  7.50      11.1      5.65      9.25      3.60       GSC
  11.1      15.4      9.25      13.6      4.30       SQC
  15.4      15.6      13.6      13.8     0.200       PTC>PTS>GSS
  15.6      16.0      13.8      14.2     0.400       PTS>GSS
  16.0      16.7      14.2      14.8     0.700       GSS
  16.7      17.4      14.8      15.6     0.700       PTS>PTS>PTS>PTS>PTS>GSS
  17.4      17.8      15.6      16.0     0.400       PTS>PTS>PTS>PTS>GSS
  17.8      18.2      16.0      16.3     0.400       PTS>PTS>PTS>GSS
  18.2      20.4      16.3      18.6      2.20       PTS>PTS>GSS
  20.4      21.3      18.6      19.4     0.900       PTS>GSS
  21.3      30.0      19.4      28.1      8.70       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:    8

WARNING. gmdata: soil layer # 1; BDEN=9.10 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=10.40 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=8.20 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.30 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.30 kN/m^3 is inconsistent with PHI=32.50 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]:       1.65    
out_sp_pen_sub: END --- >


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