
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 07:05:06 on 11-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].

B-126-1A                                

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  3.00    
 (#rows QV_FMODE summary results=    9)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      1.40     0.100      1.40      1.30       SQC
  1.40      3.50      1.40      3.50      2.10       PTC>PTS>SQC
  3.50      3.60      3.50      3.60     0.100       SQC
  3.60      4.40      3.60      4.40     0.800       PTC>PTS>SQC
  4.40      5.60      4.40      5.60      1.20       PTS>SQC
  5.60      8.40      5.60      8.40      2.80       PTS>PTC>PTC>GSC
  8.40      8.80      8.40      8.80     0.400       PTC>PTC>GSC
  8.80      11.0      8.80      11.0      2.20       PTC>GSC
  11.0      22.6      11.0      22.6      11.6       GSC
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------

 < P_spud                [kN]:   45000.00    
   load spread factor #=    1; load spread factor =  3.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   33811.67    
   z_tip_start_PT         [m]:       3.50    
   z_tip_end_PT           [m]:       4.10    
   PT_height              [m]:      0.600    
 > z_tip_penetration      [m]:       4.93    
out_sp_pen_sub: END --- >


out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    2; load spread factor =  5.00    
 (#rows QV_FMODE summary results=    9)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      1.40     0.100      1.40      1.30       SQC
  1.40      3.50      1.40      3.50      2.10       PTC>PTS>SQC
  3.50      3.60      3.50      3.60     0.100       SQC
  3.60      4.40      3.60      4.40     0.800       PTC>PTS>SQC
  4.40      5.50      4.40      5.50      1.10       PTS>SQC
  5.50      8.30      5.50      8.30      2.80       PTS>PTC>PTC>GSC
  8.30      8.80      8.30      8.80     0.500       PTC>PTC>GSC
  8.80      11.0      8.80      11.0      2.20       PTC>GSC
  11.0      22.6      11.0      22.6      11.6       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:    5

WARNING. gmdata: soil layer # 2; BDEN=9.90 kN/m^3 is inconsistent with PHI=28.00 degrees.
WARNING. gmdata: soil layer # 2; BDEN=9.90 kN/m^3 is inconsistent with PHI=28.00 degrees.
WARNING. gmdata: soil layer # 3; BDEN=7.60 kN/m^3 is inconsistent with SU_TOP=18.00 kPa.
WARNING. gmdata: soil layer # 5; BDEN=7.20 kN/m^3 is inconsistent with SU_BOT=64.00 kPa.
WARNING. spfdat: NUMSP_BH = 1 [flat-bottomed spudcan].

 < P_spud                [kN]:   45000.00    
   load spread factor #=    2; load spread factor =  5.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   33811.67    
   z_tip_start_PT         [m]:       3.50    
   z_tip_end_PT           [m]:       4.10    
   PT_height              [m]:      0.600    
 > z_tip_penetration      [m]:       4.93    
out_sp_pen_sub: END --- >


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