
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 04:15:11 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_1_2_3_BE                       

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   17)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.200      0.00      0.00     0.100       GSC
 0.200      1.30      0.00     0.400      1.10       SQC
  1.30      1.80     0.400     0.900     0.500       PTS>PTS>GSC
  1.80      2.00     0.900      1.10     0.200       PTS>GSC
  2.00      2.30      1.10      1.40     0.300       GSC
  2.30      3.50      1.40      2.60      1.20       SQC
  3.50      4.10      2.60      3.20     0.600       PTC>PTS>SQC
  4.10      5.40      3.20      4.50      1.30       PTS>SQC
  5.40      6.60      4.50      5.70      1.20       SQC
  6.60      7.00      5.70      6.10     0.400       PTC>PTS>GSC
  7.00      7.50      6.10      6.60     0.500       PTS>GSC
  7.50      10.6      6.60      9.70      3.10       GSC
  10.6      12.8      9.70      11.9      2.20       SQC
  12.8      13.9      11.9      13.0      1.10       GSS
  13.9      14.4      13.0      13.5     0.500       PTS>PTS>GSC
  14.4      19.4      13.5      18.5      5.00       PTS>GSC
  19.4      25.8      18.5      24.9      6.40       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 # 1; BDEN=8.95 kN/m^3 is inconsistent with SU_TOP=5.50 kPa.
WARNING. gmdata: soil layer # 2; BDEN=11.60 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 2; BDEN=11.60 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=9.60 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 3; BDEN=9.60 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 4; SU_TOP, SIGV=11.30 kPa; PSI=SU/SIGV=5.53 is outside typical range [0.15 - 4].
WARNING. gmdata: soil layer # 7; BDEN=9.65 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=9.85 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; BDEN=9.85 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 11; BDEN=10.00 kN/m^3 is inconsistent with PHI=32.50 degrees.
WARNING. spfdat: maximum spudcan preload P_SPUD=4173.35 kN is outside typical range [10e3 - 100e3].
WARNING. spfdat: maximum spudcan height SP_H_MAX=0.90 m is outside typical range [1 - 10].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=150 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]:   4173.350    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       1.13    
out_sp_pen_sub: END --- >


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