
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 07:18:55 on 27-JUL-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].

WK1                                     

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  3.00    
 (#rows QV_FMODE summary results=    1)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      46.0      0.00      42.8      45.9       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:   17

WARNING. pidata: PFILE is not of tpe ".PDF"
WARNING. gmdata: soil layer # 1; SU_BOT, SIGV=322.00 kPa; PSI=SU/SIGV=0.03 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=151 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 =   42.8     [m];
WARNING. out_sp_pen_sub: maximum spudcan diameter    B =   14.0     [m];
WARNING. out_sp_pen_sub: spudcan penetration ratio D/B =   3.06     [-] 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 =   42.8     [m];
WARNING. out_sp_pen_sub: maximum spudcan diameter    B =   14.0     [m];
WARNING. out_sp_pen_sub: spudcan penetration ratio D/B =   3.06     [-] 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 =  3.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       46.0    
out_sp_pen_sub: END --- >


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