Abstract

Abstract: Most of the buildings in the whole world is made of concrete which makes it one of the most extensively used construction material in the world. These materials are often used in residential buildings, commercial buildings, building foundations, roads etc. Solid waste management, especially solid waste plastic is one of the major environmental concerns in the world today. The plastic waste which we have used in our experiment is collected from local plastic waste management center, the purpose of this study was to enable the practical use of this material as an alternative to the existing building material. Recyclable Plastics are used as a replacement to the fine aggregates. The Recyclable Plastics were partially replaced in place of fine aggregates by 0, 30%, 35%, 40% and 45%. M25 grade of concrete was designed and tested. The mix design for different types of mixes were prepared by replacing the fine aggregates at different percentages of Recyclable Plastics. Experimental investigations like workability, Compressive strength test, split tensile strength test, Flexural strength test for different concrete mixes with different percentages of waste crushed after 7, 14 and 28-days curing period has done. It has been observed that the workability increases with increase in the percentage of replacement of Recyclable Plastics increases. The strength of concrete also increases with the Recyclable Plastics up to 35% percentage.

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