Experimente Research of Filler-Bitumen Ratio Impact on Asphalt Mixture Performance

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Abstract:

AH-130 base asphalt graded according to the upper limit of AC-16 close gradation is selected in this paper to identify the impact of asphalt mortar of different filler-bitumen ratios on asphalt mixture’s road performance through small beam bending test at low temperature. And then bending failure energy, in substitute of bending strength, bending strain, is used to evaluate the anti-cracking performance of asphalt mixture at low temperature.

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1851-1856

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Shen Jin'an, Evaluating the Core Index of Asphalt – the Response to Temperature of Asphalt [J], Petroleum Asphalt, 1997, 2(11). (In Chinese).

Google Scholar

[2] Zhang Xiying, Studies and Viscoelastic Analysis on the Anti-cracking Performance of Asphalt Mixture at Low Temperature [D], Jilin: Jilin University, 2005. (In Chinese).

Google Scholar

[3] Liu Li, Studies on the Technical Performance and Evaluation Methods for Asphalt Mortar [J], Xi'an: Chang'an University, 2004. (In Chinese).

Google Scholar

[4] Chen Shunfu, Han Dongping, Yan Xili, Design Methods for Asphalt Mixture [J], Journal of Foreign Highway, 2000. (In Chinese).

Google Scholar

[5] Yuan Yingjie, Studies on Rheological Properties and Gradation Optimization of Mortar based on Superpave [D],Chang'an University, Xi'an, 2004. (In Chinese).

Google Scholar