Utilization of Waste Rubber Tyres in Concrete: An Experimental Study on Strength Characteristics with Partial Coarse Aggregate Replacement

Authors

  • Pamisetty Nethra Assistant Professor, Department of Civil Engineering, JNTUA College of Engineering, Kalikiri, Andhra Pradesh, India.
  • Gadidama Neeraj Assistant Professor, Department of Civil Engineering, JNTUA College of Engineering, Kalikiri, Andhra Pradesh, India.
  • Thokalapudi Suresh Assistant Professor, Department of Civil Engineering, JNTUA College of Engineering, Kalikiri, Andhra Pradesh, India.

Keywords:

Waste Rubber Tyres, Rubberized Concrete, Compressive Strength, Recycling of Waste Materials, Mechanical Properties of Concrete, Coarse Aggregate Replacement

Abstract

The disposal of waste rubber tyres has become a major environmental concern due to their non-biodegradable nature. This study explores the use of shredded waste tyre rubber as a partial replacement for coarse aggregate in concrete. Concrete mixes were prepared with 5%, 10%, 15% and 20% rubber replacement, along with a control mix. Compressive strength tests were conducted at 7 and 28 days. The results show that strength decreases with increasing rubber content, but lower replacement levels can still provide acceptable performance. The study demonstrates that rubberized concrete can be a sustainable solution for waste tyre utilization while reducing environmental impact and conserving natural resources.

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Published

2026-05-13

How to Cite

Utilization of Waste Rubber Tyres in Concrete: An Experimental Study on Strength Characteristics with Partial Coarse Aggregate Replacement. (2026). Erudite Journal of Engineering, Technology and Management Sciences, 6(1), 12-16. https://ejetms.com/index.php/ejetms/article/view/93

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