Experimental Research for Scour Resistance of Basalt and Carbon Fiber Hydraulic Concrete

Abstract:

Article Preview

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 et al., "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

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.