Title: Visco-Elastoplastic Response of Flexible Pavement under Traffic Loads
Abstract: In this paper, liner Drucker-Prager creep model was used to simulate the visco-elastoplastic response of flexible pavement under traffic loads. The effect of asphalt layer thickness, asphalt stiffness, interactive properties between the asphalt and base layers, base and sub-grade modulus, and the traffic loads level were considered in parametric study.
Publication Year: 2010
Publication Date: 2010-05-14
Language: en
Type: article
Indexed In: ['crossref']
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Cited By Count: 1
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