Study on Performance of Graduation Rubber Modified Asphalt

Yan Chun Li; Rui Lv; Pan Zhang; Yu Zhuo Xu; Guo Jing Hou

doi:10.4028/www.scientific.net/AMR.374-377.1925

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 374-377Study on Performance of Graduation Rubber Modified...

Study on Performance of Graduation Rubber Modified Asphalt

Abstract:

Consider the rubber modified asphalt preparation powder in the process of particle size, the influence factors of 40 yard, and are chosen 60 orders and class size distribution of particle size of mixed powder preparation powder, and puts forward the rubber modified asphalt mixture of different size when range, three kinds of modified asphalt compared the basic indexes and storage stability and permeable performance. Research shows that, the stability of class size distribution of the rubber modified asphalt is better than that of single particle size of the rubber modified asphalt.

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Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

1925-1929

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.374-377.1925

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Online since:

October 2011

Authors:

Yan Chun Li, Rui Lv, Pan Zhang, Yu Zhuo Xu, Guo Jing Hou

Keywords:

Evaluation of Performance Comparison, Graduation, Partical Size, Rubber Modified Asphalt

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References

[1] Jinjing Liu,Lihua Su. To scrap rubber powder modifying asphalt understanding[J]. China Building Waterproofing,2008.(In Chinese)

Google Scholar

[2] Chaoyang Guo,Zhaoyi He,Yang Cao. Research on Modified Mechanism of Asphalt with Crumbire Rubber[J]. Journal of China and Foreign Highway,2008. (In Chinese)

Google Scholar

[3] Wenyuan Huang,Yinxi Zhang.Mechanism and Process Control of Road-use Asphalt Rubber Reaction Procedure[J]. Journal of Highway and Transportation Research and Development,2006. (In Chinese)

Google Scholar

[4] Liangjie He.Research on High viscosity Asphalt Waterproof and Adhesive Layer of The Concrete Bridge[D].Changsha University of Science and Teacnology,2009. (In Chinese)

Google Scholar

[5] Xinkuan Wang. Research on AsPhalt一Rubber Production and road Performance [D]. Changan University, 2010. (In Chinese)

Google Scholar

[6] Shuiyin Wang,Chaoyang Guo,Feng Peng.Research on Modified Mechanism of Asphalt with Crumbire Rubber[J].Journal of Changan University:Natual Science Edition,2010.朗读显示对应的拉丁字符的拼音字典朗读显示对应的拉丁字符的拼音朗读显示对应的拉丁字符的拼音字典朗读显示对应的拉丁字符的拼音

DOI: 10.17949/jneac.1.54.201803.005

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