
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:37:37 on 24-JUL-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].

DC44_SON_CPT001LB_HAKURYU12             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   10)
 -------------------------------------------------------------------
  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      3.10     0.550      1.25     0.700       GSS
  3.10      12.8      1.25      11.0      9.70       GSC
  12.8      17.5      11.0      15.7      4.70       SQC
  17.5      18.5      15.7      16.6      1.00       PTC>PTS>PTC>PTS>PTC>GSC
  18.5      19.1      16.6      17.2     0.600       PTS>PTC>PTS>PTC>GSC
  19.1      20.0      17.2      18.1     0.900       PTC>PTS>PTC>GSC
  20.0      20.6      18.1      18.8     0.600       PTS>PTC>GSC
  20.6      25.9      18.8      24.1      5.30       PTC>GSC
  25.9      30.1      24.1      28.2      4.20       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:    9

WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=4.87 kPa; PSI=SU/SIGV=10.66 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.33 kN/m^3 is inconsistent with SU_TOP=52.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.33 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.20 kN/m^3 is inconsistent with SU_TOP=70.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.20 kN/m^3 is inconsistent with SU_BOT=90.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 8; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 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].

 < P_spud                [kN]:   91900.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       6.17    
out_sp_pen_sub: END --- >


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