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Uniform Experimental Design of Coarse Aggregate Asphalt Pavement

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Abstract:

Coarse aggregate of asphalt mixture is crucial to the road performance. In this paper, by using the method of uniform design research, particle size of the aggregate were studied influence to CBR value with nominal maximum particle size 13.2mm aggregate. Further to determine the critical particle size grade by gray relational degree theory.

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Periodical:

Advanced Materials Research (Volumes 753-755)

Pages:

678-681

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.753-755.678

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Online since:

August 2013

Authors:

Li Jie Ma, Jin Yu Zhang

Keywords:

CBR, Grading, Mineral Aggregate Porosity, Uniform Experimental

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] Liu Hui. embedded squeeze skeleton-type asphalt mixture design study [D]; Dalian University of Technology; (2010).

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[2] Ye Yong. Asphalt mixture elasto-viscoplastic constitutive model of experimental study [D]; Huazhong University of Science and Technology; (2009).

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[3] DuanYuehua; based on X-ray CT asphalt mixes coarse aggregate basis of characteristics research [D]; South China University of Technology; (2011).

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[4] Ma Li xing; asphalt and asphalt mixture aging process viscoelastic properties study [D]; Wuhan University; (2012).

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