Experimental Study on Concrete with Partial Replacement of Fine Aggregate with Locally Available Soil and Coarse Aggregate with E-Waste

Abstract

Concrete is the most preferred and the single largest building material used by the construction industry. The main constituents of concrete are cement, fine aggregate and coarse aggregate. This study was carried out to determine the possibilities of using locally available soil we get it from locally by construction sites, soil from digs and the coarse aggregate as the e-waste. The management and recycling of E-plastic waste is \rapidly growing as it is a valuable resource of IT industries and it is very hazardous substances and with low recycling rate. The utilization of e plastic waste material is partial solution to environmental and ecological problems. As the experimental study is made on the utilization of E-waste particles as coarse aggregate and locally available soil as fine aggregate in concrete with the partial replacement ranging from 0%, 10%, 20% and 30% on the strength criteria of M30 grade concrete. The various initial tests such as sieve analysis test, specific gravity test, water absorption, aggregate impact tests must be conduct for coarse aggregate and fine aggregate. The material which get high flexural strength is tested on beam load testing machine. Also, fineness test, consistency test, initial and final testing time test for cement should be conducted.