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Effect of Partial Replacement of Coarse Aggregates by Recycled Aggregate using Basalt Fiber

Author(s):

Shivshankar. M. Patil , M.S. Bidve Engineering College, Latur; A .N. Shaikh, M.S. Bidve Engineering College, Latur

Keywords:

Basalt Fiber, Recycled Aggreagtes, Compressive Strength, Split Tensile Strength, Flexural Strength

Abstract

This paper presents the comparative study of effect of basalt fibre and recycled aggregate on compressive, tensile and flexure strength of M25 grade concrete. The basalt fibre was mixed in concrete by 0.5% and 1% of its total weight of cement and coarse aggregate was replaced by recycled aggregate with 0%, 20%, 40% and 60% in concrete. Results indicated that the strength increases with increase of recycled content up to 40% beyond that there is a reduction in strength on increasing recycled aggregate. The results show that the concrete specimen with 1.0% of basalt fibre gives better performance when it compared with 0.5% basalt fibre mix in concrete specimens.

Other Details

Paper ID: IJSRDV5I50850
Published in: Volume : 5, Issue : 5
Publication Date: 01/08/2017
Page(s): 940-945

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