
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 04:23:50 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].

ARABIYAH_4_5_6_LB                       

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   15)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.600      0.00     0.450     0.500       SQC
 0.600      1.10     0.450     0.950     0.500       PTS>GSS
  1.10      1.30     0.950      1.15     0.200       PTS>GSC
  1.30      2.60      1.15      2.45      1.30       GSC
  2.60      3.20      2.45      3.05     0.600       SQC
  3.20      3.40      3.05      3.25     0.200       PTC>PTS>GSC
  3.40      4.70      3.25      4.55      1.30       PTS>GSC
  4.70      5.20      4.55      5.05     0.500       GSC
  5.20      6.10      5.05      5.95     0.900       SQC
  6.10      6.30      5.95      6.15     0.200       PTC>PTS>GSC
  6.30      6.80      6.15      6.65     0.500       PTS>GSC
  6.80      12.1      6.65      12.0      5.30       GSC
  12.1      15.6      12.0      15.5      3.50       GSS
  15.6      18.7      15.5      18.6      3.10       PTS>GSC
  18.7      25.8      18.6      25.7      7.10       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:   13

WARNING. gmdata: soil layer # 1; BDEN=8.95 kN/m^3 is inconsistent with SU_TOP=4.00 kPa.
WARNING. gmdata: soil layer # 2; BDEN=11.60 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 2; BDEN=11.60 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 4; BDEN=9.25 kN/m^3 is inconsistent with SU_TOP=40.00 kPa.
WARNING. gmdata: soil layer # 7; BDEN=9.65 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 11; BDEN=10.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. spfdat: spudcan volume V_SPUDCAN=5 m^3 is outside typical range [30 - 500].
WARNING. spfdat: maximum spudcan preload P_SPUD=4130.00 kN is outside typical range [10e3 - 100e3].
WARNING. spfdat: maximum spudcan height SP_H_MAX=0.15 m is outside typical range [1 - 10].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=169 degrees is outside typical range [110 - 150].
WARNING. spfdat: base of ground profile ZBOT exceeds 2.5 B;
WARNING. spfdat: ?decrease ZBOT.
WARNING. ssidat: squeezing clay mode pointer I_SQC=0 is normally 1.

 < P_spud                [kN]:   4130.000    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   z_tip_start_PT         [m]:       5.79    
   z_tip_end_PT           [m]:       6.96    
   PT_height              [m]:       1.17    
 > z_tip_penetration      [m]:       6.96    
out_sp_pen_sub: END --- >


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