
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 04:42:05 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_SOFF_CPT003UB_SAPHIREDRILLER       

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   19)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      1.50      0.00      0.00      1.40       GSC
  1.50      5.10      0.00      3.25      3.60       SQC
  5.10      5.80      3.25      3.95     0.700       PTC>GSC
  5.80      10.5      3.95      8.65      4.70       GSC
  10.5      14.3      8.65      12.5      3.80       SQC
  14.3      14.5      12.5      12.7     0.200       PTC>PTS>PTC>PTS>SQC
  14.5      14.6      12.7      12.8     0.100       SQC
  14.6      14.9      12.8      13.1     0.300       PTC>PTS>PTC>PTS>SQC
  14.9      15.0      13.1      13.2     0.100       SQC
  15.0      15.3      13.2      13.5     0.300       PTC>PTS>PTC>PTS>SQC
  15.3      15.4      13.5      13.6     0.100       SQC
  15.4      15.5      13.6      13.7     0.100       PTC>PTS>PTC>PTS>SQC
  15.5      15.9      13.7      14.1     0.400       PTC>PTS>PTC>PTS>PTC>PTS>GSC
  15.9      16.3      14.1      14.5     0.400       PTS>PTC>PTS>PTC>PTS>GSC
  16.3      17.1      14.5      15.3     0.800       PTC>PTS>PTC>PTS>GSC
  17.1      18.0      15.3      16.1     0.900       PTS>PTC>PTS>GSC
  18.0      18.7      16.1      16.8     0.700       PTC>PTS>GSC
  18.7      19.0      16.8      17.1     0.300       PTS>GSC
  19.0      20.6      17.1      18.8      1.60       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 # 1; SU_BOT, SIGV=1.50 kPa; PSI=SU/SIGV=23.33 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 1; BDEN=5.00 kN/m^3 is inconsistent with SU_BOT=35.00 kPa.
WARNING. gmdata: soil layer # 2; SU_TOP, SIGV=1.50 kPa; PSI=SU/SIGV=33.33 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=70.00 kPa.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=26.70 kPa; PSI=SU/SIGV=4.86 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=7.97 kN/m^3 is inconsistent with SU_TOP=130.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=7.97 kN/m^3 is inconsistent with SU_BOT=138.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 4; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 5; BDEN=8.00 kN/m^3 is inconsistent with SU_TOP=210.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=9.15 kN/m^3 is inconsistent with SU_TOP=275.00 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].

 < P_spud                [kN]:   86710.40    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.01    
out_sp_pen_sub: END --- >


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