Tensional Ability of Basalt Fiber Enforced Asphalt Mixture

Chun Mei Gao; Wei Zhi Dong; Xing Yang Liu; Hao Wang; Ming Liang Zhang

doi:10.4028/www.scientific.net/AMM.97-98.837

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 97-98Tensional Ability of Basalt Fiber Enforced Asphalt...

Tensional Ability of Basalt Fiber Enforced Asphalt Mixture

Abstract:

Tensional ability of basalt fiber enforced asphalt mixture studied by split tensile test then compare with the normal asphalt mixture. The tensional ability is increasing while increase the basalt fiber percents. The tensional strength increase 3.5%, 7.8%, 3.5% and the failure stiffness modulus increase 15.1%, 40.4%, 11.8% while the added basalt fiber is 0.15%, 0.2%, 0.25%, respectively. The result shows that basalt fiber can enhance the tensional ability of asphalt mixture significantly, and the optimum percents of basalt fiber is 0.2%.

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Periodical:

Applied Mechanics and Materials (Volumes 97-98)

Pages:

837-840

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.97-98.837

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Online since:

September 2011

Authors:

Chun Mei Gao, Wei Zhi Dong, Xing Yang Liu, Hao Wang, Ming Liang Zhang

Keywords:

Asphalt Mixture (AC), Basalt Fiber (BF), Failure Stiffness Modulus, Pavement Engineering, Split Tensile Strength

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