
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 05:36:00 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_SON_CPT002UB_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   20)
 -------------------------------------------------------------------
  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      3.60      0.00     0.500      2.90       SQC
  3.60      4.30     0.500      1.20     0.700       PTS>PTC>PTS>PTS>PTS>SQC
  4.30      4.40      1.20      1.30     0.100       PTC>GSS
  4.40      4.50      1.30      1.40     0.100       PTS>PTC>PTS>PTS>PTS>SQC
  4.50      4.60      1.40      1.50     0.100       GSS
  4.60      4.70      1.50      1.60     0.100       PTS>PTC>PTS>PTS>PTS>SQC
  4.70      6.30      1.60      3.20      1.60       PTS>PTC>PTS>PTS>PTS>PTC>PTS>GSC
  6.30      6.70      3.20      3.60     0.400       PTC>PTS>PTS>PTS>PTC>PTS>GSC
  6.70      7.10      3.60      4.00     0.400       PTS>PTS>PTS>PTC>PTS>GSC
  7.10      9.20      4.00      6.10      2.10       PTS>PTS>PTC>PTS>GSC
  9.20      9.70      6.10      6.60     0.500       PTS>PTC>PTS>GSC
  9.70      10.3      6.60      7.20     0.600       PTC>PTS>GSC
  10.3      10.7      7.20      7.60     0.400       PTS>GSC
  10.7      12.6      7.60      9.50      1.90       GSC
  12.6      16.6      9.50      13.5      4.00       SQC
  16.6      16.8      13.5      13.7     0.200       PTC>PTS>PTS>GSS
  16.8      17.5      13.7      14.4     0.700       PTS>PTS>GSS
  17.5      18.0      14.4      14.9     0.500       PTS>GSS
  18.0      18.3      14.9      15.2     0.300       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:   11

WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 6; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 7; BDEN=6.50 kN/m^3 is inconsistent with SU_BOT=62.50 kPa.
WARNING. gmdata: soil layer # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 8; BDEN=7.50 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 9; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=59.50 kPa.
WARNING. gmdata: soil layer # 10; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.40 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 11; BDEN=7.40 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 12; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
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]:       3.56    
out_sp_pen_sub: END --- >


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