A comparison between effects of linear and non-linear mechanistic behaviour of materials on the layered flexible pavement response

A comparison between effects of linear and non-linear mechanistic behaviour of materials on the layered flexible pavement response

Modelling granular pavement materials has a significant role in the pavement design procedure. Modelling can be through an experimental or numerical approach to predict the granular behaviour during cyclic loading. The current design process in Australia is based on linear elastic analysis of layers...

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Bibliographic Details
Main Authors: Ghadimi, Behzad, Nikraz, Hamid, Leek, Colin, Nega, Ainalem
Format: Journal Article
Published: Trans Tech Publications Inc 2013
Subjects:
ABAQUS
Numerical modeling
KENLAYER
Flexible pavement
CIRCLY
Online Access:http://hdl.handle.net/20.500.11937/24105

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