Research on Anti-Rutting Performance of High Modulus Asphalt Concrete Pavement

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Abstract:

The new ways of anti-rutting was put forward by improving modulus of asphalt concrete and the effect of HMAT(high modulus asphalt concrete) on rutting is studied in view of mechanics; The cause of asphalt pavement track is closely related to pavement structure under load. Starting from the mechanism of rutting, the mechanical property of HMAT and the effect of modulus in middle layer on the rutting were analyzed; the dynamic stability and modulus of HMAC were analyzed by text and the result show that Increase of the dynamic stability and modulus of HMAC went against rutting; The mechanism of pavement structure was analyzed by the numerical analysis show that the maximum shear stress occurred in middle layer of pavement structure according to mechanical calculation. HMAC can raise modulus of elasticity of middle layer. HMAC can also improve stress state of pavement structure, reduce shear strain and prevent asphalt pavement track.

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Periodical:

Advanced Materials Research (Volumes 163-167)

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4474-4477

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Online since:

December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] AASHO 2002, Guide for Design of Pavement Structures[S].

Google Scholar

[2] Sun Li-Jun. Structural Behavior Study for Asphalt Pavements[M]. Beijing: China Communications Press, (2005).

Google Scholar

[3] JTJ052-2000, Highway Engineering Asphalt and Asphalt Mixture Test Regulation[S].

Google Scholar

[4] Huang Y H. Pavement Analysis and Design. Prentice hai, lnc. (1993).

Google Scholar

[5] Baladi G Y, Schorsch M, Svasdisant T. Determining the Causes of Top-Down Cracks in Bituminous Pavements [R]. MDOT -PRCE-MSU-2003 -110, Michigan: Michigan State University, (2003).

Google Scholar

[6] Song Jian, Wang Shu-Hong, Reasonable Thickness Design of Surface on Asphalt Road Base Course[J]. Journal of University(Natural Science), 2002,23(12):1 197-1199.

Google Scholar

[7] Su Kai, Sun Li-Jun. Mechanism of Rutting for Asphalt Pavement [J], Petroleum Asphalt, 2006, 20(4): 1-7.

Google Scholar

[8] Croney P, Croney D. The Design and Performance of Road Pavement[M]. Third Edition. New York: McGraw-Hill, (1997).

Google Scholar

[9] Gretz B. Asphalt Pavement Resistance to Rutting[J]. Bitumen, 1999, 99(1): 22-28.

Google Scholar

[10] Nchrp. Guide for Mechanistic-Empirical Design on New and Rehabilitated Pavements[S].

Google Scholar

[11] Meng Shu-tao, WEI Dao-xin. Research on Anti-rutting Performance SMA Asphalt Pavement [J]. Journal of Highway and Transportation Research and Development, 2005, 22(12) : 5-8.

Google Scholar

[12] Zhao Yan-qing, Wu Jian, Wen Jian. Deter Imation and Analysis of Dynamic Modulus of Asphalt Mixture and Its Master Curve [J]. Highway, 2006(8): 163-166.

Google Scholar