
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 06:36:53 on 14-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_RW_CPT002UB_ENSCO                  

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  21.1    
soil_mat_adjust: D   , layer#        [m],[-]:  18.0      8
soil_mat_adjust: D_pt, layer#        [m],[-]:  19.9     12
soil_mat_adjust: removed soil layer      [-]: 12

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  21.3    
soil_mat_adjust: D   , layer#        [m],[-]:  18.2      8
soil_mat_adjust: D_pt, layer#        [m],[-]:  18.2      9
soil_mat_adjust: removed soil layer      [-]:  9

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   56)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.700      0.00      0.00     0.600       GSC
 0.700     0.800      0.00      0.00     0.100       SQC
 0.800      1.80      0.00      0.00      1.00       GSC
  1.80      3.60      0.00     0.500      1.80       SQC
  3.60      3.90     0.500     0.800     0.300       PTS>SQC
  3.90      4.30     0.800      1.20     0.400       PTS>PTC>PTS>SQC
  4.30      4.40      1.20      1.30     0.100       PTC>PTS>PTC>PTS>SQC
  4.40      4.50      1.30      1.40     0.100       PTS>PTC>PTS>SQC
  4.50      4.60      1.40      1.50     0.100       PTC>PTS>SQC
  4.60      4.70      1.50      1.60     0.100       PTS>PTC>PTS>SQC
  4.70      4.80      1.60      1.70     0.100       PTC>PTS>PTC>PTS>SQC
  4.80      4.90      1.70      1.80     0.100       PTS>PTC>PTS>SQC
  4.90      5.00      1.80      1.90     0.100       PTC>PTS>PTC>PTS>SQC
  5.00      5.10      1.90      2.00     0.100       PTC>PTS>SQC
  5.10      5.20      2.00      2.10     0.100       PTS>PTC>PTS>SQC
  5.20      5.30      2.10      2.20     0.100       PTC>PTS>PTC>PTS>SQC
  5.30      5.40      2.20      2.30     0.100       PTS>PTC>PTS>SQC
  5.40      5.50      2.30      2.40     0.100       PTC>PTS>SQC
  5.50      5.70      2.40      2.60     0.200       PTC>PTS>PTC>PTS>SQC
  5.70      5.80      2.60      2.70     0.100       PTC>PTS>SQC
  5.80      6.00      2.70      2.90     0.200       PTC>PTS>PTC>PTS>SQC
  6.00      6.10      2.90      3.00     0.100       PTC>PTS>SQC
  6.10      6.20      3.00      3.10     0.100       PTC>PTS>PTC>PTS>SQC
  6.20      6.30      3.10      3.20     0.100       PTC>PTS>SQC
  6.30      6.40      3.20      3.30     0.100       PTC>PTS>PTC>PTS>SQC
  6.40      6.50      3.30      3.40     0.100       PTC>PTS>SQC
  6.50      6.60      3.40      3.50     0.100       PTC>PTS>PTC>PTS>PTC>PTC>PTS>GSC
  6.60      7.00      3.50      3.90     0.400       PTS>PTC>PTS>PTC>PTC>PTS>GSC
  7.00      7.30      3.90      4.20     0.300       PTC>PTS>PTC>PTC>PTS>GSC
  7.30      8.10      4.20      5.00     0.800       PTS>PTC>PTC>PTS>GSC
  8.10      8.50      5.00      5.40     0.400       GSS
  8.50      8.90      5.40      5.80     0.400       PTC>PTC>PTS>GSC
  8.90      10.5      5.80      7.40      1.60       PTC>PTS>GSC
  10.5      11.1      7.40      8.00     0.600       PTS>GSC
  11.1      15.5      8.00      12.4      4.40       GSC
  15.5      19.1      12.4      16.0      3.60       SQC
  19.1      19.3      16.0      16.2     0.200       PTC>PTC>PTS>PTS>SQC
  19.3      19.4      16.2      16.3     0.100       SQC
  19.4      19.7      16.3      16.6     0.300       PTC>PTC>PTS>PTS>SQC
  19.7      19.8      16.6      16.7     0.100       SQC
  19.8      20.0      16.7      16.9     0.200       PTC>PTC>PTS>PTS>SQC
  20.0      20.1      16.9      17.0     0.100       SQC
  20.1      20.3      17.0      17.2     0.200       PTC>PTC>PTS>PTS>SQC
  20.3      20.4      17.2      17.3     0.100       SQC
  20.4      20.5      17.3      17.4     0.100       PTC>PTC>PTS>PTS>SQC
  20.5      20.7      17.4      17.6     0.200       PTC>SQC
  20.7      20.8      17.6      17.7     0.100       PTC>PTC>PTS>PTS>SQC
  20.8      20.9      17.7      17.8     0.100       PTC>SQC
  20.9      21.0      17.8      17.9     0.100       SQC
  21.0      21.1      17.9      18.0     0.100       PTC>SQC
  21.1      21.2      18.0      18.1     0.100       PTC>PTC>PTS>PTS>SQC
  21.2      21.4      18.1      18.3     0.200       PTC>SQC
  21.4      21.5      18.3      18.4     0.100       PTC>GSS
  21.5      21.9      18.4      18.8     0.400       GSS
  21.9      22.0      18.8      18.9     0.100       PTS>GSS
  22.0      30.0      18.9      26.9      8.00       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:   14

WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=7.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=4.05 kPa; PSI=SU/SIGV=11.35 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; SU_BOT, SIGV=11.96 kPa; PSI=SU/SIGV=4.93 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 3; BDEN=5.65 kN/m^3 is inconsistent with SU_TOP=46.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=5.65 kN/m^3 is inconsistent with SU_BOT=59.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=113.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=131.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=6.20 kN/m^3 is inconsistent with SU_TOP=59.00 kPa.
WARNING. gmdata: soil layer # 8; BDEN=6.20 kN/m^3 is inconsistent with SU_BOT=66.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.00 kN/m^3 is inconsistent with SU_TOP=77.00 kPa.
WARNING. gmdata: soil layer # 12; BDEN=7.00 kN/m^3 is inconsistent with SU_BOT=97.00 kPa.
WARNING. gmdata: soil layer # 13; BDEN=9.00 kN/m^3 is inconsistent with PHI=40.00 degrees.
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       3.57    
out_sp_pen_sub: END --- >


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