
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 12:02:17 on 07-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_CPT002LB_SAPHIRE               

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   18)
 -------------------------------------------------------------------
  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      2.60     0.550     0.750     0.200       GSS
  2.60      3.10     0.750      1.25     0.500       PTS>PTC>PTS>PTS>PTS>SQC
  3.10      3.20      1.25      1.35     0.100       GSS
  3.20      3.40      1.35      1.55     0.200       PTS>PTC>PTS>PTS>PTS>SQC
  3.40      4.80      1.55      2.95      1.40       GSS
  4.80      5.20      2.95      3.35     0.400       PTC>PTS>PTS>PTS>PTC>PTS>GSC
  5.20      5.60      3.35      3.75     0.400       PTS>PTS>PTS>PTC>PTS>GSC
  5.60      7.80      3.75      5.95      2.20       PTS>PTS>PTC>PTS>GSC
  7.80      8.30      5.95      6.45     0.500       PTS>PTC>PTS>GSC
  8.30      9.10      6.45      7.25     0.800       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      15.4      9.45      13.6      4.10       SQC
  15.4      15.6      13.6      13.8     0.200       PTC>PTS>GSS
  15.6      15.7      13.8      13.9     0.100       PTS>GSS
  15.7      30.0      13.9      28.1      14.3       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 # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.40 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=30.00 degrees.
WARNING. gmdata: soil layer # 12; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 14; 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]:         T
   z_tip_start_PT         [m]:       2.40    
   z_tip_end_PT           [m]:       11.6    
   PT_height              [m]:       9.20    
 > z_tip_penetration      [m]:       11.6    
out_sp_pen_sub: END --- >


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