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Analysis of the Mechanical Impact of High-Modulus Asphalt Concrete on Road Structure

Journal Applied Mechanics and Materials (Volumes 97 - 98)
Volume Advanced Transportation
Edited by Shucai Li
Pages 334-339
DOI 10.4028/www.scientific.net/AMM.97-98.334
Citation Xiu Shan Wang et al., 2011, Applied Mechanics and Materials, 97-98, 334
Online since September, 2011
Authors Xiu Shan Wang, Tuan Jie Chen, Xiao Jun Ding
Keywords Compressive Stress, High-Modulus Asphalt Concrete, Modulus Thickness, Shear Stress
Abstract

In order to study the rutting problem of asphalt pavement, this paper sets up a three-dimensional model of asphalt pavement with finite element. By analyzing the mechanical response of high-modulus asphalt concrete at different layers, this paper finds out the layer set of high-modulus asphalt concrete. At the same time, it further analyzes the influence of the modulus’ size and thickness of the high-modulus asphalt concrete on the load-carrying capability of road structure. The results show that high-modulus asphalt concrete can significantly restrain rutting problem and the recommend ideal modulus is between 2000MPa and 2500MPa; the ideal thickness ranges from 5cm to 7cm.

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