
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 10:59:12 on 04-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_BH001BE_SAPHIRE                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   16)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      3.80      0.00      1.95      3.70       GSS
  3.80      4.10      1.95      2.25     0.300       PTS>PTC>PTS>GSC
  4.10      4.50      2.25      2.65     0.400       PTC>PTS>GSC
  4.50      7.50      2.65      5.65      3.00       PTS>GSC
  7.50      11.2      5.65      9.35      3.70       GSC
  11.2      15.3      9.35      13.5      4.10       SQC
  15.3      15.6      13.5      13.8     0.300       PTC>PTS>GSS
  15.6      16.0      13.8      14.2     0.400       PTS>GSS
  16.0      16.9      14.2      15.1     0.900       GSS
  16.9      17.4      15.1      15.6     0.500       PTS>PTS>PTS>GSS
  17.4      17.8      15.6      16.0     0.400       PTS>PTS>GSS
  17.8      18.2      16.0      16.3     0.400       PTS>GSS
  18.2      19.6      16.3      17.8      1.40       GSS
  19.6      20.4      17.8      18.6     0.800       PTS>PTS>GSS
  20.4      21.3      18.6      19.4     0.900       PTS>GSS
  21.3      30.0      19.4      28.1      8.70       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:    9

WARNING. gmdata: soil layer # 2; BDEN=10.40 kN/m^3 is inconsistent with SU_TOP=47.50 kPa.
WARNING. gmdata: soil layer # 6; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 7; BDEN=8.20 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 9; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 10; BDEN=10.30 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.30 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. 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]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       1.73    
out_sp_pen_sub: END --- >


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