
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 08:44:27 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_ENSCO                  

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  20.3    
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

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  21.1    
soil_mat_adjust: D   , layer#        [m],[-]:  18.0      6
soil_mat_adjust: D_pt, layer#        [m],[-]:  18.0      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=   60)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.800      0.00      0.00     0.700       GSC
 0.800      3.70      0.00     0.600      2.90       SQC
  3.70      4.30     0.600      1.20     0.600       PTS>SQC
  4.30      4.40      1.20      1.30     0.100       PTC>PTS>SQC
  4.40      4.50      1.30      1.40     0.100       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>SQC
  4.70      4.80      1.60      1.70     0.100       PTC>PTS>SQC
  4.80      4.90      1.70      1.80     0.100       PTS>SQC
  4.90      5.10      1.80      2.00     0.200       PTC>PTS>SQC
  5.10      5.20      2.00      2.10     0.100       PTS>SQC
  5.20      5.30      2.10      2.20     0.100       PTC>PTS>SQC
  5.30      5.40      2.20      2.30     0.100       PTS>SQC
  5.40      5.80      2.30      2.70     0.400       PTC>PTS>SQC
  5.80      5.90      2.70      2.80     0.100       PTC>PTS>PTC>PTS>GSC
  5.90      9.00      2.80      5.90      3.10       PTS>PTC>PTS>GSC
  9.00      9.60      5.90      6.50     0.600       PTC>PTS>GSC
  9.60      10.1      6.50      7.00     0.500       PTS>GSC
  10.1      12.6      7.00      9.50      2.50       GSC
  12.6      15.0      9.50      11.9      2.40       SQC
  15.0      15.2      11.9      12.1     0.200       PTC>PTS>SQC
  15.2      15.3      12.1      12.2     0.100       SQC
  15.3      15.8      12.2      12.7     0.500       PTC>PTS>SQC
  15.8      15.9      12.7      12.8     0.100       SQC
  15.9      16.2      12.8      13.1     0.300       PTC>PTS>SQC
  16.2      16.3      13.1      13.2     0.100       SQC
  16.3      16.5      13.2      13.4     0.200       PTC>PTS>SQC
  16.5      16.6      13.4      13.5     0.100       SQC
  16.6      16.8      13.5      13.7     0.200       PTC>PTS>SQC
  16.8      16.9      13.7      13.8     0.100       SQC
  16.9      17.1      13.8      14.0     0.200       PTC>PTS>SQC
  17.1      17.2      14.0      14.1     0.100       SQC
  17.2      17.3      14.1      14.2     0.100       PTC>PTS>SQC
  17.3      17.4      14.2      14.3     0.100       SQC
  17.4      17.5      14.3      14.4     0.100       PTC>PTS>SQC
  17.5      17.6      14.4      14.5     0.100       SQC
  17.6      17.7      14.5      14.6     0.100       PTC>PTS>SQC
  17.7      17.8      14.6      14.7     0.100       SQC
  17.8      17.9      14.7      14.8     0.100       PTC>PTS>SQC
  17.9      18.0      14.8      14.9     0.100       SQC
  18.0      18.1      14.9      15.0     0.100       PTC>PTS>SQC
  18.1      18.2      15.0      15.1     0.100       SQC
  18.2      18.3      15.1      15.2     0.100       PTC>PTS>SQC
  18.3      18.7      15.2      15.6     0.400       PTC>PTS>PTC>SQC
  18.7      18.8      15.6      15.7     0.100       SQC
  18.8      19.0      15.7      15.9     0.200       PTC>PTS>PTC>SQC
  19.0      19.1      15.9      16.0     0.100       PTC>PTS>SQC
  19.1      19.4      16.0      16.3     0.300       PTC>PTS>PTC>SQC
  19.4      19.5      16.3      16.4     0.100       SQC
  19.5      19.7      16.4      16.6     0.200       PTC>PTS>PTC>SQC
  19.7      19.8      16.6      16.7     0.100       PTC>PTS>SQC
  19.8      20.0      16.7      16.9     0.200       PTC>PTS>PTC>SQC
  20.0      20.1      16.9      17.0     0.100       SQC
  20.1      20.3      17.0      17.2     0.200       PTC>PTS>PTC>SQC
  20.3      20.5      17.2      17.4     0.200       PTC>PTS>SQC
  20.5      20.6      17.4      17.5     0.100       SQC
  20.6      20.7      17.5      17.6     0.100       PTC>GSS
  20.7      21.1      17.6      18.0     0.400       GSS
  21.1      21.2      18.0      18.1     0.100       PTS>SQC
  21.2      30.0      18.1      26.9      8.80       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:   13

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: 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]:       3.66    
out_sp_pen_sub: END --- >


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