公路路面乳化沥青冷再生技术综述

doi:10.11896/cldb.21080241

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Abstract As a kind of green road material, emulsified asphalt cold recycled mixture has come to the fore and drawn wide concern because of improving the service life of asphalt pavement and increasing the utilization rate of recycled asphalt mixture. Recently, the researchers have made intensive works to improve the use quality of emulsified asphalt cold recycled mixture and acquired certain achievements. The research results can be classified into the following two aspects:the ratio design and optimization methods of emulsified asphalt cold recycled mixture, and improvement of the mixture’s various properties. These achievements have found remarkable application in practical projects. The research results are rich but scattered. The ratio design of emulsified asphalt methods cold recycled mixture have not been recommended scientifically and reasonably. Moreover, the mechanical properties and road performance of emulsified asphalt cold recycled mixture have not been evaluated hierarchically.
Based on this, the relevant specifications and technical parameters of emulsified asphalt cold recycled technology were combed and evaluated. Then, the ratio design, mechanical property, and road performance of emulsified asphalt cold recycled mixtures (including research works andpractical projects) are comprehensively investigated and summarized. After that, the ratio design range is recommended and the classification standard of single performance grade of emulsified asphalt cold recycled mixture is put forward. The results show that the recommended ranges of cement content, emulsified asphalt content, optimum moisture content, RAP content with particle size less than 9.5 mm, RAP content with particle size greater than 9.5 mm, and total RAP content are 1.5%—2.0%, 3.2%—4.5%, 3.8%—6.5%, 28%—49%, 38%—58%, and 79%—98%, respectively. For the coarse mineral aggregate of asphalt mixture, the sieve holes passing percentages of particle size with and below 4.75 mm are lower than the median gradation of asphalt mixture, and the sieve holes passing percentages of particle size with and above 13.2 mm are higher than the median gradation of asphalt mixture in the specification. Each single performance of the asphalt mixture is divided into four grades according to the data distribution characteristics.

Key words： road engineering emulsified asphalt cold recycled technology ratio design of mixture mechanical property road performance grading of performance

Published: 10 April 2023 Online: 2023-04-07

CLC number:

U414

Fund:Innovation Capability Support Program of Shaanxi (2022TD-07).

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	WANG Menghao
	WANG Chaohui
	GAO Xuan
	GAO Feng
	XIAO Xudang

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WANG Menghao,WANG Chaohui,GAO Xuan, et al. Emulsified Asphalt Cold Recycled Technology for Highway Pavement: a State-of-the-art Review[J]. Materials Reports, 2023, 37(7): 21080241-11.

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http://www.mater-rep.com/EN/10.11896/cldb.21080241 OR http://www.mater-rep.com/EN/Y2023/V37/I7/21080241

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