Proportion of Tensile Strength and Compressive Strength of the Crumb Rubber Concrete Modified by Silane Coupling Agent

Wei Li; Zhen Huang; Xiao Chu Wang; Jun Wei Wang

doi:10.4028/www.scientific.net/AMR.953-954.1520

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 953-954Proportion of Tensile Strength and Compressive...

Proportion of Tensile Strength and Compressive Strength of the Crumb Rubber Concrete Modified by Silane Coupling Agent

Abstract:

Silane coupling agent built a "molecular bridge" between organic molecules and inorganic molecules, which modified the rubber surface and increased the adhesive ability of rubber particles and cement, so that improved the mechanical properties of rubber concrete. This paper studied on the modification effect of coupling agent on the rubber concrete while the quality of silane coupling agent was 0.5% of that of cementitious material which compared with the mechanical properties of unmodified rubber concrete and the test of concrete under tension and compression ratio and compression ratio were analyzed at the same time.

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Periodical:

Advanced Materials Research (Volumes 953-954)

Pages:

1520-1523

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.953-954.1520

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Online since:

June 2014

Authors:

Wei Li, Zhen Huang, Xiao Chu Wang, Jun Wei Wang

Keywords:

Crumb Rubber Concrete, Ratio of Flexural Strength to Compressive Strength, Ratio of Tensile Strength to Compressive Strength, Waste Tire

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