
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 06:40:09 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_CPT003LB_ENSCO                  

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   28)
 -------------------------------------------------------------------
  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     0.900      0.00      0.00     0.100       SQC
 0.900      2.00      0.00      0.00      1.10       GSC
  2.00      3.70      0.00     0.600      1.70       SQC
  3.70      4.10     0.600      1.00     0.400       GSS
  4.10      4.70      1.00      1.60     0.600       SQC
  4.70      5.40      1.60      2.30     0.700       PTC>PTS>SQC
  5.40      5.50      2.30      2.40     0.100       SQC
  5.50      6.40      2.40      3.30     0.900       PTC>PTS>SQC
  6.40      6.50      3.30      3.40     0.100       SQC
  6.50      6.90      3.40      3.80     0.400       PTC>PTS>SQC
  6.90      7.00      3.80      3.90     0.100       SQC
  7.00      7.20      3.90      4.10     0.200       PTC>PTS>SQC
  7.20      7.30      4.10      4.20     0.100       SQC
  7.30      7.50      4.20      4.40     0.200       PTC>PTS>SQC
  7.50      7.60      4.40      4.50     0.100       SQC
  7.60      8.30      4.50      5.20     0.700       PTC>PTS>PTC>PTS>GSC
  8.30      8.90      5.20      5.80     0.600       PTS>PTC>PTS>GSC
  8.90      9.40      5.80      6.30     0.500       PTC>PTS>GSC
  9.40      10.2      6.30      7.10     0.800       PTS>GSC
  10.2      15.1      7.10      12.0      4.90       GSC
  15.1      19.2      12.0      16.1      4.10       SQC
  19.2      19.7      16.1      16.6     0.500       PTC>PTS>PTC>PTS>PTS>GSC
  19.7      20.1      16.6      17.0     0.400       PTS>PTC>PTS>PTS>GSC
  20.1      20.7      17.0      17.6     0.600       PTC>PTS>PTS>GSC
  20.7      22.0      17.6      18.9      1.30       PTS>PTS>GSC
  22.0      22.8      18.9      19.7     0.800       PTS>GSC
  22.8      30.0      19.7      26.9      7.20       GSC
 -------------------------------------------------------------------
  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:    6

WARNING. gmdata: soil layer # 4; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 5; BDEN=5.80 kN/m^3 is inconsistent with SU_BOT=30.00 kPa.
WARNING. gmdata: soil layer # 9; BDEN=7.80 kN/m^3 is inconsistent with SU_TOP=110.00 kPa.
WARNING. gmdata: soil layer # 11; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 12; BDEN=7.30 kN/m^3 is inconsistent with SU_BOT=58.00 kPa.
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]:         T
   z_tip_start_PT         [m]:       5.23    
   z_tip_end_PT           [m]:       14.1    
   PT_height              [m]:       8.84    
 > z_tip_penetration      [m]:       14.1    
out_sp_pen_sub: END --- >


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