
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:57:03 on 19-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].

DC02_SOFF_CPT001LB_SAPPHIRE             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   38)
 -------------------------------------------------------------------
  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      2.50      0.00     0.650      2.00       SQC
  2.50      3.60     0.650      1.75      1.10       GSS
  3.60      5.10      1.75      3.25      1.50       PTS>GSC
  5.10      12.5      3.25      10.7      7.40       GSC
  12.5      16.6      10.7      14.8      4.10       SQC
  16.6      16.8      14.8      15.0     0.200       PTC>PTS>PTC>PTS>PTS>SQC
  16.8      16.9      15.0      15.1     0.100       SQC
  16.9      17.3      15.1      15.5     0.400       PTC>PTS>PTC>PTS>PTS>SQC
  17.3      17.4      15.5      15.6     0.100       SQC
  17.4      17.7      15.6      15.8     0.300       PTC>PTS>PTC>PTS>PTS>SQC
  17.7      17.8      15.8      16.0     0.100       SQC
  17.8      18.1      16.0      16.2     0.300       PTC>PTS>PTC>PTS>PTS>SQC
  18.1      18.2      16.2      16.3     0.100       SQC
  18.2      18.3      16.3      16.4     0.100       PTC>PTS>SQC
  18.3      18.4      16.4      16.6     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  18.4      18.5      16.6      16.6     0.100       PTC>PTS>SQC
  18.5      18.6      16.6      16.8     0.100       SQC
  18.6      18.7      16.8      16.8     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  18.7      18.9      16.8      17.1     0.200       PTC>PTS>SQC
  18.9      19.2      17.1      17.4     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  19.2      19.3      17.4      17.4     0.100       PTC>PTS>PTC>PTS>PTS>SQC
  19.3      19.5      17.4      17.6     0.200       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>SQC
  19.5      19.8      17.6      17.9     0.300       PTC>PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  19.8      20.7      17.9      18.9     0.900       PTS>PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  20.7      21.1      18.9      19.2     0.400       PTC>PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  21.1      22.2      19.2      20.4      1.10       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.2      22.3      20.4      20.4     0.100       PTS>PTS>PTC>PTS>PTS>PTC>SQC
  22.3      22.4      20.4      20.6     0.100       PTS>PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  22.4      23.3      20.6      21.4     0.900       PTS>PTC>PTS>PTS>PTC>PTC>PTS>GSC
  23.3      23.5      21.4      21.6     0.200       PTC>PTS>PTS>PTC>PTC>PTS>GSC
  23.5      24.2      21.6      22.4     0.700       PTS>PTS>PTC>PTC>PTS>GSC
  24.2      25.5      22.4      23.6      1.30       PTS>PTC>PTC>PTS>GSC
  25.5      25.6      23.6      23.8     0.100       PTS>PTC>SQC
  25.6      26.1      23.8      24.2     0.500       PTS>SQC
  26.1      29.3      24.2      27.4      3.20       PTS>PTC>PTC>PTS>GSC
  29.3      29.7      27.4      27.9     0.400       PTC>PTC>PTS>GSC
  29.7      30.1      27.9      28.2     0.400       PTC>PTS>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:   13

WARNING. gmdata: soil layer # 3; BDEN=6.90 kN/m^3 is inconsistent with SU_BOT=54.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.30 kN/m^3 is inconsistent with SU_TOP=75.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 6; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 7; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 8; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=58.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=8.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 12; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=72.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 13; BDEN=6.50 kN/m^3 is inconsistent with PHI=30.00 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].

 < P_spud                [kN]:   86710.40    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   74505.13    
   z_tip_start_PT         [m]:       3.60    
   z_tip_end_PT           [m]:       6.40    
   PT_height              [m]:       2.80    
 > z_tip_penetration      [m]:       9.76    
out_sp_pen_sub: END --- >


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