Utilization of Different Waste in Concrete

The measure of waste glass has step by step expanded over the late years because of a perpetually developing utilization of glass items. The vast majority of the waste glasses are being dumped into landfill locales. The area filling of waste glasses is undesirable on the grounds that they are not biodegradable, which makes them ecologically less neighborly. There is gigantic potential for utilizing waste glass as a part of the solid development segment. Then again, with characteristic sand stores the world over becoming scarce, there is an intense requirement for an item that matches the properties of regular sand in cement. In the most recent 15 years, it has turned out to be clear that the accessibility of good quality regular sand is diminishing. Ecological concerns are likewise being raised against uncontrolled extraction of normal sand. The contentions are for the most part with respect to securing riverbeds against disintegration and the significance of having normal sand as a channel for ground when waste glasses are reused in making solid items, the creation expense of solid will descend. Waste glass powder can display attributes like that of sand. In these research project properties of concrete is evolved using Fly Ash, Recycled concrete aggregate, Glass Powder and Crumb rubber. This project is divided into two parts i.e. Research Program 1: This Program consists concrete containing Fly Ash, Glass powder and Recycle Aggregate. Here cement is partially replaced by 30% Fly Ash, Coarse Aggregate is partially Replaced by 40% Recycled Concrete aggregate and Glass Powder partially replaced Fine aggregate with varying percentage from 15% to 25% at interval of 5%, and Research Program 2: This Program consists concrete containing Fly Ash, Glass powder and Recycle Aggregate. Here cement is partially replaced by 30% Fly Ash, Coarse Aggregate is partially Replaced by 40% Recycled Concrete aggregate and crumb rubber partially replaced Fine aggregate with varying percentage from 5% to 10% at interval of 2-3%.