Research on Basalt Fiber Asphalt Concrete's Low Temperature Performance

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% .

• Periodical: Applied Mechanics and Materials (Volumes 505-506)
• Pages: 35-38
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.505-506.35
• Online since: January 2014
• Authors: Chun Mei Gao*, Shuo Han, Shuang Chen, He Li
• Keywords: Asphalt Concrete, Basalt Fiber (BF), Low Temperature Performance, Road Engineering

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