Research of Influencing Factor on the Bending Property of Asphalt Mixture Based on Grey Correlation Entropy

Yuan Shuai Dong; Qing Quan Liu; Dong Wei Cao

doi:10.4028/www.scientific.net/AMM.405-408.1923

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Research of Influencing Factor on the Bending...

Research of Influencing Factor on the Bending Property of Asphalt Mixture Based on Grey Correlation Entropy

Abstract:

Since many influencing factors on the bending property of asphalt mixture, in order to explore the various factors on the influence degree of bending property, 16 kinds beam specimens of asphalt mixture, formed by different asphalt binders and different gradations of aggregate, were tested. Then the mechanics parameter such as the bending strength and failure strain were calculated. The influence degree of eight factors on the bending properties was analyzed by the gray entropy method. The result show that asphalt Brookfield viscosity exert significant influence on the maximum bending strain, filler-bitumen ratio and the maximum particle size exert significant influence on the bending strength.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

1923-1927

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.1923

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Online since:

September 2013

Authors:

Yuan Shuai Dong, Qing Quan Liu, Dong Wei Cao

Keywords:

Asphalt Mixture (AC), Bending Property, Gray Entropy Method, Influence Degree, Road Engineering

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