Page 91 - Microsoft Word - 20120528 Unesco study

Mpa

25 0,84 0,05 0,97 0,04 0,91 0,03 0,92 0,02 0,80 0,01
Neq/fatigue

Edyn: 1,63E+08 1,16E+08 8,29E+07 5,01E+07 3,60E+07
deformation sub

Soiltype 1 Asphalt F78 8,98E+06 5,22E+06 2,78E+06 1,09E+06 6,28E+05

strain [µm] 71 -186 78 -202 88 -220 106 -250 117 -271

[m] 0,17 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 65 150 0,3 65 150 0,3 65 150 0,3 65 150 0,3 65

Calculations traditional constructions:

Project number: reliability factor fatique relation sub amount of traffic lifetime day 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: