
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 16:46:10 on 28-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].

Q23-AS-PWD_SOFF_CPT002_UB_HAKURYU10     

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   24)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.300      0.00      0.00     0.200       GSC
 0.300      2.40      0.00     0.550      2.10       SQC
  2.40      5.50     0.550      3.65      3.10       GSS
  5.50      6.70      3.65      4.85      1.20       PTC>GSS
  6.70      8.00      4.85      6.15      1.30       GSS
  8.00      8.20      6.15      6.35     0.200       PTS>GSC
  8.20      10.5      6.35      8.65      2.30       GSC
  10.5      14.2      8.65      12.4      3.70       SQC
  14.2      14.3      12.4      12.5     0.100       PTC>PTS>SQC
  14.3      14.4      12.5      12.6     0.100       SQC
  14.4      15.0      12.6      13.2     0.600       PTC>PTS>SQC
  15.0      15.1      13.2      13.3     0.100       SQC
  15.1      15.5      13.3      13.7     0.400       PTC>PTS>SQC
  15.5      15.6      13.7      13.8     0.100       SQC
  15.6      15.9      13.8      14.1     0.300       PTC>PTS>SQC
  15.9      16.0      14.1      14.2     0.100       SQC
  16.0      16.2      14.2      14.3     0.200       PTC>PTS>SQC
  16.2      16.3      14.3      14.5     0.100       PTC>PTS>PTC>PTS>SQC
  16.3      16.4      14.5      14.6     0.100       SQC
  16.4      16.5      14.6      14.7     0.100       PTC>PTS>PTC>PTS>SQC
  16.5      16.6      14.7      14.8     0.100       PTC>PTS>SQC
  16.6      16.7      14.8      14.8     0.100       PTC>PTS>PTC>PTS>SQC
  16.7      16.9      14.8      15.1     0.200       PTC>PTS>PTC>PTS>PTC>GSS
  16.9      18.3      15.1      16.4      1.40       PTS>PTC>PTS>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:   10

WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=24.91 kPa; PSI=SU/SIGV=6.02 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=33.31 kPa; PSI=SU/SIGV=4.50 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=150.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.25 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.75 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=120.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=8.50 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 9; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=130.00 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=160 degrees is outside typical range [110 - 150].

 < P_spud                [kN]:   90276.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.39    
out_sp_pen_sub: END --- >


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