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.

• Periodical: Applied Mechanics and Materials (Volumes 90-93)
• Pages: 2607-2611
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.90-93.2607
• Online since: September 2011
• Authors: Jun Zhi Zhang, Yan Dong Zhu, Jing Zhao, Zhao Qi Fu, Ling Jie Wu
• Keywords: Basalt Fiber (BF), Carbon Fiber (CF), Hydraulic Concrete, Scour Resistance

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