
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 09:09:58 on 12-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].

DC28_RW_CPT002UB_SAPHIREDRILLER         

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  19.1    
soil_mat_adjust: D   , layer#        [m],[-]:  17.2      5
soil_mat_adjust: D_pt, layer#        [m],[-]:  17.8      7
soil_mat_adjust: removed soil layer      [-]:  7

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   48)
 -------------------------------------------------------------------
  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      4.50     0.650      2.65      2.00       PTS>SQC
  4.50      7.70      2.65      5.85      3.20       PTS>PTC>PTS>GSC
  7.70      8.40      5.85      6.55     0.700       PTC>PTS>GSC
  8.40      8.90      6.55      7.05     0.500       PTS>GSC
  8.90      11.3      7.05      9.45      2.40       GSC
  11.3      13.7      9.45      11.9      2.40       SQC
  13.7      14.1      11.9      12.3     0.400       PTC>PTS>SQC
  14.1      14.2      12.3      12.4     0.100       SQC
  14.2      14.6      12.4      12.8     0.400       PTC>PTS>SQC
  14.6      14.7      12.8      12.9     0.100       SQC
  14.7      14.9      12.9      13.1     0.200       PTC>PTS>SQC
  14.9      15.0      13.1      13.2     0.100       SQC
  15.0      15.2      13.2      13.4     0.200       PTC>PTS>SQC
  15.2      15.3      13.4      13.5     0.100       SQC
  15.3      15.5      13.5      13.7     0.200       PTC>PTS>SQC
  15.5      15.6      13.7      13.8     0.100       SQC
  15.6      15.8      13.8      14.0     0.200       PTC>PTS>SQC
  15.8      15.9      14.0      14.1     0.100       SQC
  15.9      16.0      14.1      14.2     0.100       PTC>PTS>SQC
  16.0      16.1      14.2      14.3     0.100       SQC
  16.1      16.2      14.3      14.3     0.100       PTC>PTS>SQC
  16.2      16.3      14.3      14.5     0.100       SQC
  16.3      16.4      14.5      14.6     0.100       PTC>PTS>SQC
  16.4      16.5      14.6      14.7     0.100       SQC
  16.5      16.6      14.7      14.8     0.100       PTC>PTS>SQC
  16.6      16.7      14.8      14.8     0.100       SQC
  16.7      16.8      14.8      15.0     0.100       PTC>PTS>SQC
  16.8      16.9      15.0      15.1     0.100       SQC
  16.9      17.0      15.1      15.2     0.100       PTC>PTS>SQC
  17.0      17.2      15.2      15.3     0.200       PTC>PTS>PTC>SQC
  17.2      17.3      15.3      15.5     0.100       SQC
  17.3      17.8      15.5      16.0     0.500       PTC>PTS>PTC>SQC
  17.8      17.9      16.0      16.1     0.100       PTC>PTS>SQC
  17.9      18.0      16.1      16.1     0.100       PTC>PTS>PTC>SQC
  18.0      18.1      16.1      16.2     0.100       SQC
  18.1      18.5      16.2      16.6     0.400       PTC>PTS>PTC>SQC
  18.5      18.6      16.6      16.8     0.100       SQC
  18.6      18.7      16.8      16.8     0.100       PTC>PTS>SQC
  18.7      18.9      16.8      17.1     0.200       PTC>PTS>PTC>SQC
  18.9      19.0      17.1      17.1     0.100       SQC
  19.0      19.1      17.1      17.2     0.100       PTC>PTS>PTC>SQC
  19.1      19.3      17.2      17.4     0.200       PTC>PTS>SQC
  19.3      19.4      17.4      17.6     0.100       PTC>GSS
  19.4      19.9      17.6      18.1     0.500       GSS
  19.9      20.0      18.1      18.1     0.100       PTC>GSS
  20.0      30.0      18.1      28.1      10.0       GSS
 -------------------------------------------------------------------
  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:   15

WARNING. gmdata: soil layer # 2; BDEN=7.30 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.30 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_TOP=66.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=6.00 kN/m^3 is inconsistent with SU_BOT=77.00 kPa.
WARNING. gmdata: soil layer # 4; BDEN=6.45 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 4; BDEN=6.45 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 5; BDEN=7.10 kN/m^3 is inconsistent with SU_TOP=92.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=72.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=82.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.30 kN/m^3 is inconsistent with SU_TOP=160.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.10 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 9; BDEN=7.10 kN/m^3 is inconsistent with PHI=35.00 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].
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]:       2.46    
out_sp_pen_sub: END --- >


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