
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:42:19 on 24-JUL-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].

DC44_SON_CPT002UB_SAPHIREDRILLER        

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   32)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.300      0.00      0.00     0.200       GSC
 0.300      3.30      0.00     0.200      3.00       SQC
  3.30      4.40     0.200      1.30      1.10       PTS>PTC>GSC
  4.40      4.80      1.30      1.70     0.400       PTC>GSC
  4.80      12.0      1.70      8.90      7.20       GSC
  12.0      15.9      8.90      12.8      3.90       SQC
  15.9      16.4      12.8      13.3     0.500       PTC>SQC
  16.4      16.5      13.3      13.4     0.100       SQC
  16.5      17.3      13.4      14.2     0.800       PTC>SQC
  17.3      17.4      14.2      14.3     0.100       SQC
  17.4      17.5      14.3      14.4     0.100       PTC>SQC
  17.5      17.6      14.4      14.5     0.100       PTC>PTC>PTS>SQC
  17.6      17.7      14.5      14.6     0.100       PTC>SQC
  17.7      17.8      14.6      14.7     0.100       PTC>PTC>PTS>SQC
  17.8      18.0      14.7      14.9     0.200       PTC>SQC
  18.0      18.1      14.9      15.0     0.100       PTC>PTC>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       PTC>SQC
  18.2      18.3      15.1      15.2     0.100       PTC>PTC>PTS>SQC
  18.3      18.4      15.2      15.3     0.100       SQC
  18.4      18.6      15.3      15.5     0.200       PTC>SQC
  18.6      18.7      15.5      15.6     0.100       PTC>PTC>PTS>SQC
  18.7      18.9      15.6      15.8     0.200       PTC>SQC
  18.9      19.0      15.8      15.9     0.100       PTC>PTC>PTS>SQC
  19.0      19.1      15.9      16.0     0.100       PTC>SQC
  19.1      19.2      16.0      16.1     0.100       SQC
  19.2      19.3      16.1      16.2     0.100       PTC>PTC>PTS>SQC
  19.3      19.5      16.2      16.4     0.200       PTC>SQC
  19.5      19.6      16.4      16.5     0.100       PTC>PTC>PTS>SQC
  19.6      19.7      16.5      16.6     0.100       PTC>SQC
  19.7      19.8      16.6      16.7     0.100       SQC
  19.8      19.9      16.7      16.8     0.100       PTC>SQC
  19.9      20.1      16.8      17.0     0.200       PTC>PTC>PTS>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:   10

WARNING. gmdata: soil layer # 1;buoyant unit weight BDEN=1.80 is outside typical CLAY range [2 - 13].
WARNING. gmdata: soil layer # 1; SU_BOT, SIGV=0.36 kPa; PSI=SU/SIGV=5.00 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 2; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.50 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=8.61 kPa; PSI=SU/SIGV=4.64 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=11.29 kPa; PSI=SU/SIGV=8.76 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=99.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_BOT=109.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.10 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=120.00 kPa.

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       3.24    
out_sp_pen_sub: END --- >


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