
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 14:27:44 on 15-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].

EXAMPLE 5: QV_FMODE = "PTS>SQC"         

soil_mat_adjust: new SOIL_MAT 
soil_mat_adjust: z_tip                   [m]:  3.10    
soil_mat_adjust: D   , layer#        [m],[-]:  2.22      1
soil_mat_adjust: D_pt, layer#        [m],[-]:  8.00      2
soil_mat_adjust: removed soil layer      [-]:  2

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  3.00    
 (#rows QV_FMODE summary results=    7)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100     0.800      0.00      0.00     0.700       GSS
 0.800      2.30      0.00      1.50      1.50       PTS>SQC
  2.30      3.10      1.50      2.22     0.800       GSS
  3.10      3.20      2.22      2.32     0.100       PTS>SQC
  3.20      14.2      2.32      13.3      11.0       GSS
  14.2      17.9      13.3      17.0      3.70       PTS>GSS
  17.9      21.0      17.0      20.1      3.10       GSS
 -------------------------------------------------------------------
  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:    7

WARNING. gmdata: soil layer # 2; BDEN=9.80 kN/m^3 is inconsistent with SU_TOP=43.00 kPa.
WARNING. gmdata: soil layer # 3; BDEN=8.80 kN/m^3 is inconsistent with PHI=34.00 degrees.
WARNING. gmdata: soil layer # 4; BDEN=8.80 kN/m^3 is inconsistent with PHI=34.00 degrees.
WARNING. spfdat: maximum spudcan height SP_H_MAX=0.88 m is outside typical range [1 - 10].
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=159 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]:   30270.00    
   load spread factor #=    1; load spread factor =  3.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:       2.27    
out_sp_pen_sub: END --- >


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