
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 13:03:37 on 09-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_SOFF_CPT003LB_ENSCO                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   17)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      4.60      0.00      1.50      4.50       GSS
  4.60      5.20      1.50      2.10     0.600       PTS>SQC
  5.20      5.30      2.10      2.20     0.100       GSS
  5.30      5.40      2.20      2.30     0.100       PTS>SQC
  5.40      5.50      2.30      2.40     0.100       GSS
  5.50      5.60      2.40      2.50     0.100       PTS>SQC
  5.60      5.80      2.50      2.70     0.200       GSS
  5.80      5.90      2.70      2.80     0.100       PTS>SQC
  5.90      9.30      2.80      6.20      3.40       PTS>PTC>PTS>PTC>GSC
  9.30      10.0      6.20      6.90     0.700       PTC>PTS>PTC>GSC
  10.0      10.7      6.90      7.60     0.700       PTS>PTC>GSC
  10.7      11.6      7.60      8.50     0.900       PTC>GSC
  11.6      12.5      8.50      9.40     0.900       GSC
  12.5      16.6      9.40      13.5      4.10       SQC
  16.6      16.7      13.5      13.6     0.100       PTC>PTS>GSS
  16.7      17.6      13.6      14.5     0.900       PTS>GSS
  17.6      35.0      14.5      31.9      17.4       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:    7

WARNING. gmdata: soil layer # 1; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 1; buoyant unit weight BDEN=3.00 kN/m^3 is outside typical SAND range [5 - 13].
WARNING. gmdata: soil layer # 3; BDEN=6.20 kN/m^3 is inconsistent with SU_BOT=55.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=65.00 kPa.
WARNING. gmdata: soil layer # 8; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; 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]:         T
   z_tip_start_PT         [m]:       4.80    
   z_tip_end_PT           [m]:       13.7    
   PT_height              [m]:       8.89    
 > z_tip_penetration      [m]:       13.7    
out_sp_pen_sub: END --- >


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