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Comparative Study of Recycled Concrete Aggregate and Natural Crushed Aggregate

Author(s):

Vinod Sunhere , Rajiv Gandhi Proudyogiki Mahavidyalaya, Bhopal; Rajesh Joshi, Rajiv Gandhi Proudyogiki Mahavidyalaya, Bhopal

Keywords:

Concrete, Recycle Concrete Aggregate, Compressive Strength

Abstract

In this modern world everyone is competing and matching their standard with current modernization. To get up to date civil engineering structures are continuously demolishing and the main problem is increasing rate of waste material with get continuously increasing by demolishing concrete structures so these waste from concrete structures are named as recycled concrete structures and used as a coarse aggregate in concrete. Recycled Concrete Aggregates are comprised of crushed, graded inorganic particles processed from the fabrics that have been applied in the constructions and demolition debris. The objective of this task is to find the force characteristics of Recycled Concrete Aggregates for application in high strength structural concrete, which will yield a fuller apprehension of the attributes of concrete with Recycled Concrete Aggregates, as an alternative material to coarse aggregate (NA) in structural concrete. The scope of this project is to find and compare the effectiveness of concrete by using different percentage of Recycled Concrete Aggregates. The target of this undertaking is to discover the power qualities of Recycled Concrete Aggregates for application in high quality basic concrete, which will yield a more full trepidation of the traits of concrete with Recycled Concrete Aggregates, as an option material to coarse aggregate in auxiliary concrete. The extent of this task is to discover and think about the adequacy of concrete by utilizing distinctive rate of Recycled Concrete Aggregates. The probe was carried out using the sieve analysis test, Specific gravity test, Water absorption test, Impact test, Crushing value test.

Other Details

Paper ID: IJSRDV3I40948
Published in: Volume : 3, Issue : 4
Publication Date: 01/07/2015
Page(s): 3015-3017

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