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Experimental Study on Fly Ash Based Slurry Infiltrated Fiber Concrete Beam Incorporate with Lathe Waste

International Journal of Emerging Trends in Science and Technology

Volume 4 Issue 2

Published: 2018
Author(s) Name: G. Balaji and R. Vetturayasudharsanan | Author(s) Affiliation: Assist. Prof., Dept. of Civil Engg., M. Kumarasamy College of Engg., Tamil Nadu, India.
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Abstract

The main responsibility of a Civil Engineer is to provide a safe working environment to future developments. The ultimate objective of this study is to know the behavior of SIFCON beam while adding lathe waste into that. SIFCON have high strength as well as large ductility because of its tensile strength was high. In this experiment is done in two stages. In initial stage fly ash must be added in the various proportion, i.e. 10%, 20%, 30%, 40%, 50% and 60% from which optimum fly ash additive is obtained. In addition to that lathe waste is added to concrete in various proportion, i.e. 2%, 4%, 6% and 8% is done to get optimum lathe waste level. At the age of 28 days the SIFCON beam is tested up to failure for determining its structural behavior.

Keywords: Deflection, Ductility factor, Flexural strength, Fly ash, Steel fiber (Lathe waste), Stiffness.

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