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Mpa
50 0,91 0,01 0,82 0,01 0,80 0,01 0,86 0,00 0,79 0,00
Neq/fatigue
Edyn: 6,28E+08 5,32E+08 3,82E+08 2,33E+08 1,69E+08
deformation sub
Soiltype 2 Asphalt F78 8,30E+06 6,19E+06 3,18E+06 1,17E+06 6,36E+05
strain [µm] 72 -133 76 -138 86 -150 104 -170 117 -184
[m] 0,16 0,15 0,13 0,1 0,08
asphalt
Edyn 7500 7500 7500 7500 7500
[m] 0,25 0,25 0,25 0,25 0,25
topbase
(bij asfalt < 150 mm) Edyn 600 600 600 600 600
= invullen 1,8 1,037 base coarse [m] 0,25 0,25 0,25 0,25 0,25
Unesco - Floods Tabasco 5-12-2011 Pascal Lakerveld years 10 Vrachtwagen dubbel lucht MPa 0,577 KN 80 days 270 1,9 2% 1;0,95;0,9 1 40 80 85% Sand Edyn [m] Edyn 150 0,3 130 150 0,3 130 150 0,3 130 150 0,3 130 150 0,3 130
Calculations traditional constructions:
Project number: reliability factor fatique relation sub amount of traffic day lifetime 7,58E+06 750 5,05E+06 500 2,53E+06 250 1,01E+06 100 5,05E+05 50
Date:
Assumptions Design lifespan Type of vehicle Axle configuration Tire pressure Standard axle load Amount of working days Vehicle damage factor Growth per year Lane correction factor Width tire factor speed of traffic Traffic class 1 2 3 4 5
By:
