Paper Title:
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%.

  Info
Periodical
Chapter
Chapter 5: Carrier Operation Engineering
Edited by
Shucai Li
Pages
837-840
DOI
10.4028/www.scientific.net/AMM.97-98.837
Citation
C. M. Gao, W. Z. Dong, X. Y. Liu, H. Wang, M. L. Zhang, "Tensional Ability of Basalt Fiber Enforced Asphalt Mixture", Applied Mechanics and Materials, Vols. 97-98, pp. 837-840, 2011
Online since
September 2011
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Price
$32.00
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