
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 15:20:31 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_SOFF_CPT003BE_HAKURYU12            

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   29)
 -------------------------------------------------------------------
  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      4.10     0.350      2.25      1.90       PTS>SQC
  4.10      7.80      2.25      5.95      3.70       PTS>PTC>PTS>GSC
  7.80      8.60      5.95      6.75     0.800       PTC>PTS>GSC
  8.60      9.40      6.75      7.55     0.800       PTS>GSC
  9.40      10.3      7.55      8.45     0.900       GSC
  10.3      15.0      8.45      13.2      4.70       SQC
  15.0      16.1      13.2      14.3      1.10       PTC>PTS>SQC
  16.1      16.2      14.3      14.3     0.100       SQC
  16.2      17.0      14.3      15.2     0.800       PTC>PTS>SQC
  17.0      17.1      15.2      15.3     0.100       SQC
  17.1      17.6      15.3      15.8     0.500       PTC>PTS>SQC
  17.6      17.7      15.8      15.8     0.100       SQC
  17.7      18.0      15.8      16.1     0.300       PTC>PTS>SQC
  18.0      18.1      16.1      16.2     0.100       SQC
  18.1      18.4      16.2      16.6     0.300       PTC>PTS>SQC
  18.4      18.5      16.6      16.6     0.100       SQC
  18.5      18.8      16.6      16.9     0.300       PTC>PTS>SQC
  18.8      18.9      16.9      17.1     0.100       SQC
  18.9      19.0      17.1      17.1     0.100       PTC>PTS>SQC
  19.0      19.1      17.1      17.2     0.100       SQC
  19.1      19.3      17.2      17.4     0.200       PTC>PTS>SQC
  19.3      19.4      17.4      17.6     0.100       SQC
  19.4      19.5      17.6      17.6     0.100       PTC>PTS>SQC
  19.5      19.7      17.6      17.9     0.200       PTC>PTS>PTC>PTC>PTS>GSS
  19.7      20.1      17.9      18.2     0.400       PTS>PTC>PTC>PTS>GSS
  20.1      20.2      18.2      18.4     0.100       PTC>PTC>PTS>GSS
  20.2      20.3      18.4      18.4     0.100       PTC>PTS>GSS
  20.3      20.8      18.4      18.9     0.500       PTS>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:   11

WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=5.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 5; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=51.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=65.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=65.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_TOP=95.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.15 kN/m^3 is inconsistent with SU_BOT=125.00 kPa.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
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]:       2.61    
out_sp_pen_sub: END --- >


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