The Effect of Coarse Aggregate Gradation Degradation on the Mechanical Behavior of Asphalt Mixture

Yong Ye; Hong Kai Chen; Yi Zhou Cai

doi:10.4028/www.scientific.net/AMR.811.223

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 811The Effect of Coarse Aggregate Gradation...

The Effect of Coarse Aggregate Gradation Degradation on the Mechanical Behavior of Asphalt Mixture

Abstract:

The objective of this study is to investigate and evaluate the effect of coarse aggregates (aggregate size bigger than 2.36 mm) on the compressive strength and creep behavior of asphalt mixture. The variable that is mainly considered in the study is the gradation degradation of coarse aggregates. A kind of standard aggregate gradation and three kinds of degraded aggregate gradation mixture specimens are used. Uniaxial compression and static creep tests were realized at different loading conditions and temperatures. The test results on asphalt mixture showed that the compressive strength and creep behavior of asphalt mixture are significant affected by the different coarse aggregate gradations.

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Periodical:

Advanced Materials Research (Volume 811)

Pages:

223-227

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.811.223

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Online since:

September 2013

Authors:

Yong Ye, Hong Kai Chen, Yi Zhou Cai

Keywords:

Asphalt Mixture (AC), Coarse Aggregate, Compressive Strength, Creep Behavior

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