Study on the Viscoelastic Performance of Asphalt Mixture Based on Dynamic Modulus

Teng Wang; Jun Tao Lin; Ling Pang; Min Lei; Kim Jenkins; Shao Peng Wu

doi:10.4028/www.scientific.net/AMR.753-755.728

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 753-755Study on the Viscoelastic Performance of Asphalt...

Study on the Viscoelastic Performance of Asphalt Mixture Based on Dynamic Modulus

Abstract:

The fitting models of dynamic modulus of asphalt mixtures were studied in this paper. UTM dynamic modulus tests were adopted to determine the dynamic modulus of two asphalt (A, B) mixtures. Then, the WLF equation and Arrhenius formula, based on the time-temperature equivalence principle, were used to get the shift factors and master curves of asphalt mixtures. Combined with Sigmoidal model and CAM model, it was founded that the Arrhenius formula was more suitable to get the master curves of asphalt mixtures. What is more, the CAM model was more suitable to fit master curves of both asphalt mixtures.

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Advanced Materials Research (Volumes 753-755)

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728-733

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https://doi.org/10.4028/www.scientific.net/AMR.753-755.728

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Online since:

August 2013

Authors:

Teng Wang, Jun Tao Lin, Ling Pang, Min Lei, Kim Jenkins, Shao Peng Wu

Keywords:

Asphalt Concrete, CAM Model, Dynamic Modulus, Master Curve, Sigmoidal Model

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