Research on Basalt Fiber Asphalt Concrete's Low Temperature Performance

Author:

Gao Chun Mei1,Han Shuo2,Chen Shuang2,Li He2

Affiliation:

1. Jilin Jianzhu University

2. Jilin University

Abstract

Conduct experimental study on low temperature performance about asphalt concrete with 6mm basalt fiber and without basalt, 6mm fibers whose dosage is 0.12%0.15% and 0.17%, test method is the indirect tensile test,test temperature is-10±0.5°C. The results show that basalt fiber improved the strength and failure strain of asphalt concrete in low temperature damage, reduced the failure stiffness,in which the maximum increased value of breaking strength is 3.41%, the maximum increased value of failure strain is 38.83%,and the maximum reduced value of failure stiffness is 25.52%,obviously improved low temperature cracking resistance of asphalt concrete;for low temperature performance, the optimum amount of value about 6mm basalt fiber is 0.15% .

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

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2. Jun Chen, Qixiang Li, et al. The evaluation of the low temperature performance of composite modified asphalt by the force ductility test [J]. Journal of Hubei University (natural science edition), 2012, (3): 16-19(In Chinese).

3. Zisheng Luan, Junqi Lei, Pu Qu, Huaxin Chen. The evaluation method of SBS modified asphalt performance at low temperature [J]. Journal of Wuhan University of Technology, 2010,(2): 21-24(In Chinese).

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5. Xin Shi, Zhaohui Wang, Yanwei Li, Juanjuan Zhao, Xuancang Wang. The pavement performance analysis of different types of tourmaline modified asphalt [J]. Journal of Traffic and Transportation Engineering, 2013, (2): 21-28(In Chinese).

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