沥青混凝土构造深度耐久性评价

doi:10.3969/j.issn.1002-0268.2014.02.008

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Abstract This study presents a test method to evaluate the durability of the anti-skid performance of asphalt concrete. In this work, the influence of mixture gradation, asphalt-aggregate ratio, and temperature on the texture depth is discussed for the asphalt mixture that is commonly used forth in overlays. This mixture has a nominal maximum particle size of 9.5 mm. The durability test method is used to realize the deterioration of texture depth at different wheel load times, light intensities, and water-aging damages. Experimental results show that the test method can effectively evaluate the difference in texture depths between different gradations. Texture depth is found to increase with increasing coarse aggregate content but decrease with increasing asphalt-aggregate ratio and testing temperature. Meanwhile, the residual ratio of texture depth varies with changing laws and under different aging conditions and wheel load times.

Key words： road engineering asphalt concrete anti-skid performance durability texture depth

Received: 30 March 2014

Fund:Supported by the Road and Transport R&D Project for Western Regions of China Commissioned by Ministry of Transport (No.2013318223020)

Corresponding Authors: ZHANG Lei, Lei.zhang@rioh.cn E-mail: Lei.zhang@rioh.cn

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	ZHANG Lei
	WANG Xu-dong
	SHAN Ling-yan
	LIU Guo-jun

Cite this article:

ZHANG Lei,WANG Xu-dong,SHAN Ling-yan, et al. Evaluation of the Durability of Asphalt Concrete Anti-skid Performance[J]. Journal of Highway and Transportation Research and Development, 2014, 8(3): 25-29.

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http://manu27.magtech.com.cn/Jwk_gljtkj_en/EN/10.3969/j.issn.1002-0268.2014.02.008 OR http://manu27.magtech.com.cn/Jwk_gljtkj_en/EN/Y2014/V8/I3/25

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