
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 16:19:00 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_CPT002BE_HAKURYU12             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   13)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.20      0.00     0.350      2.10       SQC
  2.20      3.20     0.350      1.35      1.00       PTS>SQC
  3.20      7.70      1.35      5.85      4.50       PTS>PTC>PTS>GSC
  7.70      8.60      5.85      6.75     0.900       PTC>PTS>GSC
  8.60      9.20      6.75      7.35     0.600       PTS>GSC
  9.20      15.0      7.35      13.2      5.80       GSC
  15.0      18.3      13.2      16.4      3.30       SQC
  18.3      18.7      16.4      16.8     0.400       PTC>SQC
  18.7      18.8      16.8      16.9     0.100       SQC
  18.8      19.4      16.9      17.6     0.600       PTC>SQC
  19.4      19.5      17.6      17.6     0.100       SQC
  19.5      19.7      17.6      17.9     0.200       PTC>PTC>GSS
  19.7      20.3      17.9      18.4     0.600       PTC>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:    9

WARNING. gmdata: soil layer # 2; BDEN=6.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=6.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.35 kN/m^3 is inconsistent with SU_TOP=55.50 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.82 kN/m^3 is inconsistent with SU_TOP=51.50 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.82 kN/m^3 is inconsistent with SU_BOT=56.50 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.35 kN/m^3 is inconsistent with SU_TOP=95.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.35 kN/m^3 is inconsistent with SU_BOT=145.00 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].

 < P_spud                [kN]:   91900.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.18    
out_sp_pen_sub: END --- >


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