A 3 Dimensional Simulation Of The Repeated Load Triaxial Test

A typical flexible pavement structure consists of the surface, base, sub-base and subgrade soil. The loading traffic is transferred from the top layer with higher stiffness to the layer below with less stiffness. Under normal traffic loading, the behaviour of flexible pavement is very complex and ca...

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Bibliographic Details
Main Authors: Nguyen, Bao Thach, Mohajerani, Abbas
Format: Text
Language:English
Published: Zenodo 2013
Subjects:
Discrete element method
repeated load triaxial
pavement materials.
Bolton
Elliot
O'Sullivan
Iceland
Online Access:https://dx.doi.org/10.5281/zenodo.1088098
https://zenodo.org/record/1088098

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