
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 07:08:10 on 14-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].

DC02_RW_CPT003BE_HAKURYU12              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   30)
 -------------------------------------------------------------------
  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     0.400      0.00      0.00     0.100       SQC
 0.400      1.20      0.00      0.00     0.800       GSC
  1.20      2.50      0.00     0.650      1.30       SQC
  2.50      2.90     0.650      1.05     0.400       GSS
  2.90      3.20      1.05      1.35     0.300       SQC
  3.20      3.40      1.35      1.55     0.200       PTC>PTS>SQC
  3.40      3.50      1.55      1.65     0.100       SQC
  3.50      4.40      1.65      2.55     0.900       PTC>PTS>SQC
  4.40      4.50      2.55      2.65     0.100       SQC
  4.50      5.00      2.65      3.15     0.500       PTC>PTS>SQC
  5.00      5.10      3.15      3.25     0.100       SQC
  5.10      5.40      3.25      3.55     0.300       PTC>PTS>SQC
  5.40      5.50      3.55      3.65     0.100       SQC
  5.50      5.70      3.65      3.85     0.200       PTC>PTS>SQC
  5.70      5.80      3.85      3.95     0.100       SQC
  5.80      6.00      3.95      4.15     0.200       PTC>PTS>SQC
  6.00      6.10      4.15      4.25     0.100       SQC
  6.10      7.00      4.25      5.15     0.900       PTC>PTS>PTC>PTS>GSC
  7.00      7.60      5.15      5.75     0.600       PTS>PTC>PTS>GSC
  7.60      8.20      5.75      6.35     0.600       PTC>PTS>GSC
  8.20      9.00      6.35      7.15     0.800       PTS>GSC
  9.00      14.0      7.15      12.2      5.00       GSC
  14.0      17.8      12.2      16.0      3.80       SQC
  17.8      18.5      16.0      16.6     0.700       PTC>PTS>PTC>PTS>PTS>GSC
  18.5      18.9      16.6      17.1     0.400       PTS>PTC>PTS>PTS>GSC
  18.9      19.5      17.1      17.6     0.600       PTC>PTS>PTS>GSC
  19.5      20.8      17.6      18.9      1.30       PTS>PTS>GSC
  20.8      21.6      18.9      19.8     0.800       PTS>GSC
  21.6      30.0      19.8      28.1      8.40       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:   14

WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=4.89 kPa; PSI=SU/SIGV=5.93 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=6.15 kN/m^3 is inconsistent with SU_BOT=58.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=5.80 kN/m^3 is inconsistent with SU_TOP=28.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=5.80 kN/m^3 is inconsistent with SU_BOT=38.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.85 kN/m^3 is inconsistent with SU_TOP=52.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=6.85 kN/m^3 is inconsistent with SU_BOT=56.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=145.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=8.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 11; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 12; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=66.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.30 kN/m^3 is inconsistent with SU_BOT=76.00 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].
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]:         T
   P_spud_PT             [kN]:   70444.78    
   z_tip_start_PT         [m]:       2.50    
   z_tip_end_PT           [m]:       2.90    
   PT_height              [m]:      0.400    
 > z_tip_penetration      [m]:       3.04    
out_sp_pen_sub: END --- >


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