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A platform for research: civil engineering, architecture and urbanism
Visco-Elastoplastic Response of Flexible Pavement under Traffic Loads
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.
Visco-Elastoplastic Response of Flexible Pavement under Traffic Loads
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.
Visco-Elastoplastic Response of Flexible Pavement under Traffic Loads
Chen, Yekai (author) / Wang, Jinchang (author)
GeoShanghai International Conference 2010 ; 2010 ; Shanghai, China
Paving Materials and Pavement Analysis ; 570-579
2010-05-14
Conference paper
Electronic Resource
English
Visco-Elastoplastic Response of Flexible Pavement under Traffic Loads
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