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

Author:

Cao Lin1

Affiliation:

1. China Road and Bridge Corporation

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.

Publisher

Trans Tech Publications, Ltd.

Reference5 articles.

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

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).

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

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

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

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