
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 14:44:24 on 07-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].

BG                                      

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  3.00    
 (#rows QV_FMODE summary results=    5)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      4.40      0.00      3.20      4.30       GSS
  4.40      31.2      3.20      30.0      26.8       PTS>GSC
  31.2      61.2      30.0      60.0      30.0       GSC
  61.2      91.2      60.0      90.0      30.0       PTS>GSC
  91.2      150.      90.0      149.      58.8       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]:         F
 > z_tip_penetration      [m]:       1.09    
out_sp_pen_sub: END --- >


out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    2; load spread factor =  5.00    
 (#rows QV_FMODE summary results=    5)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.30      0.00      1.10      2.20       GSS
  2.30      31.2      1.10      30.0      28.9       PTS>GSC
  31.2      61.2      30.0      60.0      30.0       GSC
  61.2      91.2      60.0      90.0      30.0       PTS>GSC
  91.2      150.      90.0      149.      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:    9

WARNING. gmdata: soil layer # 2; SU_TOP, SIGV=270.00 kPa; PSI=SU/SIGV=0.07 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 2; SU_BOT, SIGV=549.00 kPa; PSI=SU/SIGV=0.03 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 2; BDEN=9.30 kN/m^3 is inconsistent with SU_TOP=20.00 kPa.
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=822.00 kPa; PSI=SU/SIGV=0.02 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; SU_BOT, SIGV=1410.00 kPa; PSI=SU/SIGV=0.01 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 4; BDEN=9.80 kN/m^3 is inconsistent with SU_TOP=20.00 kPa.
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=160 degrees is outside typical range [110 - 150].
WARNING. spfdat: base of ground profile ZBOT exceeds 2.5 B;
WARNING. spfdat: ?decrease ZBOT.

 < P_spud                [kN]:   45000.00    
   load spread factor #=    2; load spread factor =  5.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       1.09    
out_sp_pen_sub: END --- >


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