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The utilization of waste in a concrete is major attempt in current situation, because of the pollution; there is a great harm to nature and human life. Plastic is chosen to minimize stack piling of waste in environment and to control pollution. Nowadays, in the construction industries, the availability of coarse aggregate is major problem. Thus minimizing the availability of gravel in the making of concrete, many alternatives investigations are carried out. In this research work, the coarse aggregate is partially replaced by 10% and 20% of plastic waste. The cube specimens of size 150mmx150mmx150mm were casted with the various percentage replacements of plastic wastes to determine the compressive strength and developing the linear equation to determine the predicted values using the experimental data set. The concrete mix with 10% partial replacement of coarse aggregate with plastic waste shows higher strength.

EXPERIMENTAL AND ANALYTICAL STUDY ON CONCRETE WITH PARTIAL REPLACEMENT OF COARSE AGGREGATE BY PLASTIC WASTE