Paper Title:
Experimental Research for Scour Resistance of Basalt and Carbon Fiber Hydraulic Concrete
  Abstract

According to a series scour resistance experiment of basalt fiber and carbon fiber hydraulic concrete, in which different length and different volume ratio of basalt fiber and carbon fiber to compare to cement volume are mixed in the concrete, the scour resistance characteristics of hydraulic fiber concrete are analyzed in this paper. Experimental results show that basalt fiber and carbon fiber may enhance scour resistance of hydraulic concrete, and the volume ratio of fiber to compare to cement volume in concrete is the main reinforcement factor, but the influence of fiber length in concrete on the scour resistance of concrete is not obvious.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
2607-2611
DOI
10.4028/www.scientific.net/AMM.90-93.2607
Citation
J. Z. Zhang, Y. D. Zhu, J. Zhao, Z. Q. Fu, L. J. Wu, "Experimental Research for Scour Resistance of Basalt and Carbon Fiber Hydraulic Concrete", Applied Mechanics and Materials, Vols. 90-93, pp. 2607-2611, 2011
Online since
September 2011
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