
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 11:38:10 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_CPT001BE_SAPHIRE              

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   21)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      4.90      0.00      3.05      4.80       GSS
  4.90      5.40      3.05      3.55     0.500       PTS>SQC
  5.40      8.00      3.55      6.15      2.60       PTS>PTC>PTS>PTC>GSC
  8.00      8.90      6.15      7.05     0.900       PTC>PTS>PTC>GSC
  8.90      9.50      7.05      7.65     0.600       PTS>PTC>GSC
  9.50      10.2      7.65      8.35     0.700       PTC>GSC
  10.2      12.0      8.35      10.2      1.80       GSC
  12.0      15.8      10.2      14.0      3.80       SQC
  15.8      15.9      14.0      14.1     0.100       PTC>PTS>SQC
  15.9      16.7      14.1      14.8     0.800       PTC>PTS>PTC>PTS>PTS>SQC
  16.7      16.8      14.8      15.0     0.100       PTC>PTS>SQC
  16.8      17.7      15.0      15.8     0.900       PTC>PTS>PTC>PTS>PTS>SQC
  17.7      17.8      15.8      16.0     0.100       SQC
  17.8      18.0      16.0      16.1     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  18.0      18.1      16.1      16.2     0.100       PTC>PTS>SQC
  18.1      18.4      16.2      16.6     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTC>PTC>GSC
  18.4      24.7      16.6      22.9      6.30       PTS>PTC>PTS>PTS>PTC>PTC>PTC>GSC
  24.7      25.1      22.9      23.2     0.400       PTC>PTS>PTS>PTC>PTC>PTC>GSC
  25.1      27.2      23.2      25.4      2.10       PTS>PTS>PTC>PTC>PTC>GSC
  27.2      27.6      25.4      25.8     0.400       PTS>PTC>PTC>PTC>GSC
  27.6      28.1      25.8      26.2     0.500       PTC>PTC>PTC>GSC
 -------------------------------------------------------------------
  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:   14

WARNING. gmdata: soil layer # 1; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
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 # 3; BDEN=6.40 kN/m^3 is inconsistent with SU_BOT=72.50 kPa.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 6; BDEN=6.15 kN/m^3 is inconsistent with SU_TOP=54.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=67.50 kPa.
WARNING. gmdata: soil layer # 10; BDEN=10.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 12; BDEN=7.90 kN/m^3 is inconsistent with SU_TOP=100.00 kPa.
WARNING. gmdata: soil layer # 14; BDEN=7.40 kN/m^3 is inconsistent with SU_TOP=80.00 kPa.
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]:       3.78    
out_sp_pen_sub: END --- >


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