
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 09:18:33 on 02-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].

TARZAN_BE                               

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     0.300      0.00      0.00     0.200       GSC
 0.300      3.10      0.00     0.400      2.80       SQC
  3.10      3.20     0.400     0.500     0.100       PTC>PTS>SQC
  3.20      3.80     0.500      1.10     0.600       PTS>SQC
  3.80      4.90      1.10      2.20      1.10       SQC
  4.90      5.90      2.20      3.20      1.00       PTC>PTS>SQC
  5.90      7.20      3.20      4.50      1.30       PTS>SQC
  7.20      8.00      4.50      5.30     0.800       SQC
  8.00      8.80      5.30      6.10     0.800       PTC>PTS>GSC
  8.80      9.30      6.10      6.60     0.500       PTS>GSC
  9.30      10.3      6.60      7.60      1.00       GSC
  10.3      14.5      7.60      11.8      4.20       SQC
  14.5      14.6      11.8      11.9     0.100       PTC>PTS>SQC
  14.6      21.2      11.9      18.5      6.60       PTS>SQC
  21.2      21.7      18.5      19.0     0.500       SQC
  21.7      23.7      19.0      21.0      2.00       PTC>GSC
  23.7      25.8      21.0      23.1      2.10       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:    8

WARNING. gmdata: soil layer # 1; BDEN=8.95 kN/m^3 is inconsistent with SU_TOP=5.50 kPa.
WARNING. gmdata: soil layer # 2; BDEN=10.60 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=10.60 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; SU_TOP, SIGV=11.00 kPa; PSI=SU/SIGV=5.68 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 6; BDEN=9.65 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=9.93 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].
WARNING. ssidat: squeezing clay mode pointer I_SQC=0 is normally 1.

 < P_spud                [kN]:   66999.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   z_tip_start_PT         [m]:       3.97    
   z_tip_end_PT           [m]:       7.12    
   PT_height              [m]:       3.15    
 > z_tip_penetration      [m]:       7.12    
out_sp_pen_sub: END --- >


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