
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 08:18:16 on 05-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].

DC01_RW_CPT002LB_ENSCO                  

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  14.0    
soil_mat_adjust: D   , layer#        [m],[-]:  10.9      2
soil_mat_adjust: D_pt, layer#        [m],[-]:  13.1      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      5.10      0.00      2.00      5.00       GSS
  5.10      5.40      2.00      2.30     0.300       PTS>PTS>SQC
  5.40      5.50      2.30      2.40     0.100       GSS
  5.50      5.80      2.40      2.70     0.300       PTS>PTS>SQC
  5.80      5.90      2.70      2.80     0.100       GSS
  5.90      6.10      2.80      3.00     0.200       PTS>PTS>SQC
  6.10      6.20      3.00      3.10     0.100       GSS
  6.20      6.30      3.10      3.20     0.100       PTS>PTS>SQC
  6.30      6.40      3.20      3.30     0.100       GSS
  6.40      6.50      3.30      3.40     0.100       PTS>PTS>PTC>PTS>SQC
  6.50      6.60      3.40      3.50     0.100       PTS>PTS>SQC
  6.60      7.30      3.50      4.20     0.700       PTS>PTS>PTC>PTS>SQC
  7.30      7.60      4.20      4.50     0.300       PTS>PTC>PTS>SQC
  7.60      7.70      4.50      4.60     0.100       PTS>SQC
  7.70      8.20      4.60      5.10     0.500       PTS>PTC>PTS>SQC
  8.20      8.30      5.10      5.20     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  8.30      8.40      5.20      5.30     0.100       PTS>SQC
  8.40      8.50      5.30      5.40     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  8.50      8.60      5.40      5.50     0.100       PTS>PTC>PTS>SQC
  8.60      8.70      5.50      5.60     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  8.70      8.80      5.60      5.70     0.100       PTS>PTC>PTS>SQC
  8.80      8.90      5.70      5.80     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  8.90      9.00      5.80      5.90     0.100       PTS>PTC>PTS>SQC
  9.00      9.10      5.90      6.00     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  9.10      9.20      6.00      6.10     0.100       PTS>SQC
  9.20      9.30      6.10      6.20     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  9.30      9.40      6.20      6.30     0.100       PTS>PTC>PTS>SQC
  9.40      10.0      6.30      6.90     0.600       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  10.0      10.1      6.90      7.00     0.100       PTS>PTC>PTS>SQC
  10.1      10.2      7.00      7.10     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  10.2      10.3      7.10      7.20     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  10.3      10.6      7.20      7.50     0.300       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  10.6      10.7      7.50      7.60     0.100       PTS>PTC>PTS>SQC
  10.7      10.8      7.60      7.70     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  10.8      10.9      7.70      7.80     0.100       PTS>SQC
  10.9      11.1      7.80      8.00     0.200       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  11.1      11.2      8.00      8.10     0.100       PTS>PTC>PTS>SQC
  11.2      11.3      8.10      8.20     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  11.3      11.5      8.20      8.40     0.200       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  11.5      11.6      8.40      8.50     0.100       PTS>PTC>PTS>SQC
  11.6      11.7      8.50      8.60     0.100       PTS>SQC
  11.7      13.5      8.60      10.4      1.80       GSS
  13.5      13.6      10.4      10.5     0.100       PTS>PTC>PTS>PTC>PTS>PTC>PTS>SQC
  13.6      13.9      10.5      10.8     0.300       GSS
  13.9      14.0      10.8      10.9     0.100       PTS>PTC>PTS>SQC
  14.0      14.1      10.9      11.0     0.100       PTS>PTC>PTS>PTC>PTS>SQC
  14.1      14.3      11.0      11.2     0.200       GSS
  14.3      14.4      11.2      11.3     0.100       PTS>PTC>PTS>PTC>PTS>PTS>SQC
  14.4      15.0      11.3      11.9     0.600       GSS
  15.0      15.2      11.9      12.1     0.200       PTS>PTC>PTS>PTC>GSS
  15.2      15.3      12.1      12.2     0.100       PTC>PTS>PTC>GSS
  15.3      15.9      12.2      12.8     0.600       PTS>PTC>GSS
  15.9      16.0      12.8      12.9     0.100       PTC>GSS
  16.0      16.6      12.9      13.5     0.600       GSS
  16.6      17.0      13.5      13.9     0.400       PTS>PTC>PTS>GSS
  17.0      17.1      13.9      14.0     0.100       PTC>PTS>GSS
  17.1      17.5      14.0      14.4     0.400       PTS>GSS
  17.5      18.0      14.4      14.9     0.500       GSS
  18.0      18.6      14.9      15.5     0.600       PTS>GSS
  18.6      35.0      15.5      31.9      16.4       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 # 1; buoyant unit weight BDEN=4.85 kN/m^3 is outside typical SAND range [5 - 13].
WARNING. gmdata: soil layer # 3; BDEN=5.70 kN/m^3 is inconsistent with SU_TOP=27.50 kPa.
WARNING. gmdata: soil layer # 3; BDEN=5.70 kN/m^3 is inconsistent with SU_BOT=42.50 kPa.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 4; BDEN=6.70 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 6; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 8; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 11; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 12; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 13; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 14; BDEN=7.90 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 14; BDEN=7.90 kN/m^3 is inconsistent with PHI=30.00 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]:       5.65    
out_sp_pen_sub: END --- >


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