An Experimental Study on Concrete by using Powder form of E-Waste as Partial Replacement for Cement Material |
Author(s): |
Sarvesh Honaji Kolhatkar , Dr.D.Y.Patil School Of Engineering and Technology ,Lohegaon , Pune Savitribai Phule Pune University 411047; Prof. Aniket Nemade, Dr.D.Y.Patil School Of Engineering and Technology ,Lohegaon , Pune Savitribai Phule Pune University 411047; Dr. Sanjay Kulkarni, Dr.D.Y.Patil School Of Engineering and Technology ,Lohegaon , Pune Savitribai Phule Pune University 411047 |
Keywords: |
E Waste, Concrete, Compressive Strength; Flexural Strength |
Abstract |
The management and recycling of E 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 waste materials is a partial solution to environmental and ecological problems. As the use of E waste will reduces the cement cost and provides a good strength for the structures and roads. It will reduces the landfill cost and it is energy saving. The e E- waste consists of discarded plastic waste from the old computers, TVs, refrigerators, radios; these plastics are non-biodegradable components of E plastic waste as a partial replacement of the cement. An experimental study is made on the utilization of E-waste crush fine powder as cement in concrete with a percentage replacement ranging from 0 %, 10% to 50% .on the strength criteria of M30 Concrete. test were conducted at Dr D.Y. Patil School of Engineering and Technology, concrete lab by proper curing period 7, 14, 28 days .Compressive strength and Flexural strength Concrete with and without E- waste plastic as partial replacement cement was observed which exhibits a good strength. The feasibility of utilizing E-waste powder as partial replacement of cement has been presented. In the present study, compressive strength was investigated for Optimum Cement Content and 10% E-waste content in mix yielded stability and very good in compressive strength of 53 grade cement. |
Other Details |
Paper ID: IJSRDV7I31157 Published in: Volume : 7, Issue : 3 Publication Date: 01/06/2019 Page(s): 1584-1587 |
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