
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 06:30:56 on 28-MAY-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].

WK4                                     

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=    3)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.700      0.00      0.00     0.600       GSS
 0.700      8.20      0.00      7.00      7.50       PTS>GSC
  8.20      67.0      7.00      65.8      58.8       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:   16

WARNING. gmdata: soil layer # 2; SU_BOT, SIGV=490.00 kPa; PSI=SU/SIGV=0.08 is outside typical range [0.15 - 4].
WARNING. spfdat: maximum spudcan preload P_SPUD=128000.00 kN is outside typical range [10e3 - 100e3].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=166 degrees is outside typical range [110 - 150].
WARNING. spfdat: base of ground profile ZBOT exceeds 2.5 B;
WARNING. spfdat: ?decrease ZBOT.
WARNING. out_sp_pen_sub: load spread case =   1 ;
WARNING. out_sp_pen_sub: final   spudcan penetration D =   54.8     [m];
WARNING. out_sp_pen_sub: maximum spudcan diameter    B =   14.0     [m];
WARNING. out_sp_pen_sub: spudcan penetration ratio D/B =   3.91     [-] exceeds 2.5;
WARNING. out_sp_pen_sub: deep penetration D/B > 2.5. ?increase spudcan size.
WARNING. out_sp_pen_sub: load spread case =   1 ;
WARNING. out_sp_pen_sub: final   spudcan penetration D =   54.8     [m];
WARNING. out_sp_pen_sub: maximum spudcan diameter    B =   14.0     [m];
WARNING. out_sp_pen_sub: spudcan penetration ratio D/B =   3.91     [-] exceeds 2.5;
WARNING. out_sp_pen_sub: high Nc [>> 10] in uniform su clay at D/B > 2.5;
WARNING. out_sp_pen_sub: use linearly increasing su layers and ?increase spudcan size.

 < P_spud                [kN]:   128000.0    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   P_spud_PT             [kN]:   69908.23    
   z_tip_start_PT         [m]:       1.20    
   z_tip_end_PT           [m]:       16.7    
   PT_height              [m]:       15.5    
 > z_tip_penetration      [m]:       56.0    
out_sp_pen_sub: END --- >


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