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

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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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334-339

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ouyang Wei, Fan Xinghua, WANG Lian-wide. High Modulus Asphalt Concrete Pavement Rutting performance analysis [J]. Highway and Transportation Research. 2008 October No. 10.

DOI: 10.1061/jhtrcq.0000296

Google Scholar

[2] TRAFFIC AND Xu Zhihong. Asphalt pavement permanent deformation A nonlinear viscoelastic constitutive model [J]. Traffic and Transportation Engineering, 2007.10 (5): 42-47.

Google Scholar

[3] Off Henderson, Zheng Jianlong, asphalt pavement structure of viscoelastic finite element method [J] . Changsha Communications University, 2001.01

Google Scholar

[4] Qiu Ziping. High Modulus Asphalt Concrete Pavement Rutting behavior of numerical simulation [D]. Chang'an University, a master's degree thesis .(2009)

Google Scholar

[5] He Xin Yuan, Yan under construction. High Modulus Asphalt Concrete application [J]. Asphalt Technology, 2009 (13), 186-189.

Google Scholar