
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 12:25:45 on 05-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].

DC01_SOFF_CPT003UB_HAKURYU12            

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   14)
 -------------------------------------------------------------------
  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       GSS
  2.20      2.30     0.350     0.450     0.100       PTS>PTS>SQC
  2.30      2.40     0.450     0.550     0.100       GSS
  2.40      3.00     0.550      1.15     0.600       PTS>PTS>SQC
  3.00      3.10      1.15      1.25     0.100       GSS
  3.10      7.90      1.25      6.05      4.80       PTS>PTC>PTS>PTC>GSC
  7.90      8.80      6.05      6.95     0.900       PTC>PTS>PTC>GSC
  8.80      9.50      6.95      7.65     0.700       PTS>PTC>GSC
  9.50      10.4      7.65      8.55     0.900       PTC>GSC
  10.4      11.1      8.55      9.25     0.700       GSC
  11.1      15.3      9.25      13.5      4.20       SQC
  15.3      15.5      13.5      13.7     0.200       PTC>PTS>GSS
  15.5      16.0      13.7      14.2     0.500       PTS>GSS
  16.0      35.0      14.2      33.1      19.0       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 # 1; buoyant unit weight BDEN=3.00 kN/m^3 is outside typical SAND range [5 - 13].
WARNING. gmdata: soil layer # 2; BDEN=7.60 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.20 kN/m^3 is inconsistent with SU_TOP=52.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.20 kN/m^3 is inconsistent with SU_BOT=85.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=110.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=68.00 kPa.
WARNING. gmdata: soil layer # 10; BDEN=6.50 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=6.50 kN/m^3 is inconsistent with PHI=27.50 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].
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]:       1.75    
out_sp_pen_sub: END --- >


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