
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 07:08:39 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_SON_CPT002BE_SAPHIRE               

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   19)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.500      0.00      0.00     0.400       GSC
 0.500      2.40      0.00     0.550      1.90       SQC
  2.40      3.20     0.550      1.35     0.800       PTS>PTC>PTS>PTS>PTS>SQC
  3.20      4.90      1.35      3.05      1.70       PTS>PTC>PTS>PTS>PTS>PTC>PTS>GSC
  4.90      5.30      3.05      3.45     0.400       PTC>PTS>PTS>PTS>PTC>PTS>GSC
  5.30      5.70      3.45      3.85     0.400       PTS>PTS>PTS>PTC>PTS>GSC
  5.70      7.90      3.85      6.05      2.20       PTS>PTS>PTC>PTS>GSC
  7.90      8.40      6.05      6.55     0.500       PTS>PTC>PTS>GSC
  8.40      9.10      6.55      7.25     0.700       PTC>PTS>GSC
  9.10      9.50      7.25      7.65     0.400       PTS>GSC
  9.50      11.3      7.65      9.45      1.80       GSC
  11.3      15.3      9.45      13.5      4.00       SQC
  15.3      15.6      13.5      13.8     0.300       PTC>PTS>PTS>GSS
  15.6      16.3      13.8      14.5     0.700       PTS>PTS>GSS
  16.3      16.8      14.5      15.0     0.500       PTS>GSS
  16.8      17.2      15.0      15.3     0.400       GSS
  17.2      17.5      15.3      15.7     0.300       PTS>PTS>GSS
  17.5      18.2      15.7      16.3     0.700       PTS>GSS
  18.2      18.3      16.3      16.4     0.100       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:   13

WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 6; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 7; BDEN=6.50 kN/m^3 is inconsistent with SU_BOT=62.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 9; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=59.50 kPa.
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.40 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.40 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 12; 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]:   86710.40    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.36    
out_sp_pen_sub: END --- >


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