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title

BEHAVIOUR OF SELF COMPACTING CONCRETE USING RECYCLED AGGREGATE IN VARIOUS PROPORTION WITH VARIOUS PROPORTION OF FLY ASH

Author(s):

Shubham P. Kawale

Keywords:

Recycled aggregate, self-compacting concrete, superplasticizers, fly ash, flowability, passing ability, resistance to segregation.

Abstract

Concrete is one of the most widely used construction material having several advantages such as high strength, good mound ability and high durability. Conventional concrete used in building construction and engineering application requires compaction to attend strength,durability and homogeneity. The typical method of compaction by vibration generates delays and additional cost in projects and could possesses a serious health hazard due to noise pollution in and around construction site. Self compacting concrete is a concrete which is highly flowable, can flow readily into places, fill the formwork without any compaction and without undergoing any significant segregation recycling is the act of processing the used material for creating a new useful product. Construction and demolished waste also generate recycled aggregate. Such a recycled aggregate proved to be a reliable alternative to natural aggregate in concrete. Use of aggregate from building demolished waste and abraded aggregates from road side in structural concrete is definitely and important stride. The present study focuses on mechanical strength behavior of self compaction concrete by partially replacing natural aggregate with recycled aggregate. Roadside abraded aggregates are used as coarse aggregate partial substitution in concrete, with aim to achieve sustainable concrete.

Other Details

Paper ID: IJSARTV
Published in: Volume : 9, Issue : 3
Publication Date: 3/9/2023

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