
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 13:57:33 on 06-SEP-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].

EXAMPLE 1: QV_FMODE = "GSS"             

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  3.00    
 (#rows QV_FMODE summary results=   19)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      3.80      0.00     0.700      3.70       GSS
  3.80      4.80     0.700      1.70      1.00       PTS>PTS>PTC>PTS>PTS>GSS
  4.80      5.30      1.70      2.20     0.500       PTS>PTC>PTS>PTS>GSS
  5.30      5.70      2.20      2.60     0.400       PTC>PTS>PTS>GSS
  5.70      6.10      2.60      3.00     0.400       PTS>PTS>GSS
  6.10      6.80      3.00      3.70     0.700       PTS>GSS
  6.80      7.10      3.70      4.00     0.300       GSS
  7.10      8.70      4.00      5.60      1.60       PTS>GSC
  8.70      11.8      5.60      8.70      3.10       GSC
  11.8      14.0      8.70      10.9      2.20       SQC
  14.0      14.3      10.9      11.2     0.300       GSC
  14.3      16.6      11.2      13.5      2.30       SQC
  16.6      16.8      13.5      13.7     0.200       PTC>PTS>GSS
  16.8      17.5      13.7      14.4     0.700       PTS>GSS
  17.5      18.4      14.4      15.3     0.900       GSS
  18.4      18.6      15.3      15.5     0.200       PTS>PTS>PTS>PTS>PTS>GSS
  18.6      19.0      15.5      15.9     0.400       PTS>PTS>PTS>PTS>GSS
  19.0      19.4      15.9      16.3     0.400       PTS>PTS>PTS>GSS
  19.4      20.0      16.3      16.9     0.600       PTS>PTS>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:    5

WARNING. gmdata: soil layer # 3; BDEN=10.35 kN/m^3 is inconsistent with PHI=35.00 degrees.
WARNING. gmdata: soil layer # 4; BDEN=10.35 kN/m^3 is inconsistent with SU_TOP=60.00 kPa.
WARNING. gmdata: soil layer # 6; BDEN=9.95 kN/m^3 is inconsistent with PHI=32.00 degrees.
WARNING. gmdata: soil layer # 15; BDEN=8.20 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   30270.00    
   load spread factor #=    1; load spread factor =  3.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.35    
out_sp_pen_sub: END --- >


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