
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 03:47:01 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_CPT002LB_SAPHIREDRILLER        

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     0.200      0.00      0.00     0.100       GSC
 0.200      2.10      0.00     0.250      1.90       SQC
  2.10      2.20     0.250     0.350     0.100       PTS>SQC
  2.20      3.30     0.350      1.45      1.10       PTS>PTC>GSC
  3.30      3.60      1.45      1.75     0.300       PTC>GSC
  3.60      10.5      1.75      8.65      6.90       GSC
  10.5      14.6      8.65      12.8      4.10       SQC
  14.6      15.3      12.8      13.5     0.700       PTC>SQC
  15.3      15.4      13.5      13.6     0.100       SQC
  15.4      16.0      13.6      14.2     0.600       PTC>SQC
  16.0      16.1      14.2      14.3     0.100       SQC
  16.1      16.3      14.3      14.5     0.200       PTC>SQC
  16.3      16.4      14.5      14.6     0.100       PTC>PTC>PTS>SQC
  16.4      16.5      14.6      14.7     0.100       PTC>SQC
  16.5      16.6      14.7      14.8     0.100       PTC>PTC>PTS>SQC
  16.6      16.7      14.8      14.8     0.100       PTC>SQC
  16.7      16.8      14.8      15.0     0.100       PTC>PTC>PTS>SQC
  16.8      16.9      15.0      15.1     0.100       PTC>SQC
  16.9      17.0      15.1      15.2     0.100       SQC
  17.0      17.1      15.2      15.3     0.100       PTC>SQC
  17.1      17.2      15.3      15.3     0.100       PTC>PTC>PTS>SQC
  17.2      17.3      15.3      15.5     0.100       PTC>SQC
  17.3      17.4      15.5      15.6     0.100       PTC>PTC>PTS>SQC
  17.4      17.6      15.6      15.8     0.200       PTC>SQC
  17.6      17.7      15.8      15.8     0.100       PTC>PTC>PTS>SQC
  17.7      17.8      15.8      16.0     0.100       SQC
  17.8      17.9      16.0      16.1     0.100       PTC>SQC
  17.9      18.0      16.1      16.1     0.100       PTC>PTC>PTS>SQC
  18.0      18.2      16.1      16.3     0.200       PTC>SQC
  18.2      18.3      16.3      16.4     0.100       SQC
  18.3      18.4      16.4      16.6     0.100       PTC>PTC>PTS>SQC
  18.4      18.6      16.6      16.8     0.200       PTC>SQC
  18.6      18.7      16.8      16.8     0.100       PTC>PTC>PTS>SQC
  18.7      18.8      16.8      16.9     0.100       PTC>SQC
  18.8      19.1      16.9      17.2     0.300       PTC>PTC>PTS>PTC>GSC
  19.1      19.5      17.2      17.6     0.400       PTC>PTS>PTC>GSC
  19.5      20.0      17.6      18.1     0.500       PTS>PTC>GSC
  20.0      20.1      18.1      18.2     0.100       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:    7

WARNING. gmdata: soil layer # 1;buoyant unit weight BDEN=1.80 is outside typical CLAY range [2 - 13].
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=11.29 kPa; PSI=SU/SIGV=5.13 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=58.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=7.80 kN/m^3 is inconsistent with SU_BOT=68.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=70.00 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]:       2.11    
out_sp_pen_sub: END --- >


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