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Performance evaluation of controlled low-strength blended cement concrete modified with recycled waste materials

M. Karthik (Department of Civil Engineering, Dayananda Sagar College of Engineering, Bangalore, India)
Solomon Oyebisi (Department of Civil Engineering, Covenant University, Ota, Nigeria and Department of Civil Engineering, The University of the South Pacific, Suva, Fiji)
Pshtiwan Shakor (Technical College of Engineering, Sulaimani Polytechnic University, Sulaimanyah, Iraq)
Sathvik Sharath Chandra (Department of Civil Engineering, Dayananda Sagar College of Engineering, Bangalore, India, and)
L. Prajwal (Department of Civil Engineering, Dayananda Sagar College of Engineering, Bangalore, India, and)
U.S. Agrawal (School of Construction, NICMAR University, Pune, India)

World Journal of Engineering

ISSN: 1708-5284

Article publication date: 15 November 2024

7

Abstract

Purpose

This work aims to investigate the feasibility of recycling waste plastic (polyethylene terephthalate) as a coarse aggregate for producing blended cement concrete modified with fly ash and pond ash.

Design/methodology/approach

The low, medium and high controlled strength blended cement concrete modified with varied proportions of fly and pond ashes were produced. Manufactured sand and recycled plastic coarse aggregate (RPCA) replaced normal fine and coarse aggregates. Concrete samples were tested for workability, mechanical and durability characteristics. Microstructural analysis was performed on cement concrete blended with fly and pond ashes and compared to conventional concrete samples.

Findings

All concrete mixes showed better flowability with values greater than 200 mm. Besides, the maximum flow time was approximately 8 s. The wet density of blended cement concrete-RPCA-based concretes was approximately 30% lower than that of conventional concrete. The compressive strengths of the controlled strength mix at 7 and 28 days were within the specified ranges. While the conventional concrete had slightly higher permeability, the blended cement concrete-RPCA-based concretes had better thermal resistivity and lower thermal conductivity. The scanning electron microscopy analysis revealed the densification of the microstructure due to the filler effects of fly and pond ashes.

Originality/value

This study establishes the prospects of substituting RPCA with normal coarse aggregate in the production of controlled low-strength blended cement concrete, offering benefits of structural fill concrete, lower permeability and thermal conductivity, higher thermal resistivity and reduced density and shrinkage.

Keywords

Citation

Karthik, M., Oyebisi, S., Shakor, P., Sharath Chandra, S., Prajwal, L. and Agrawal, U.S. (2024), "Performance evaluation of controlled low-strength blended cement concrete modified with recycled waste materials", World Journal of Engineering, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/WJE-07-2024-0379

Publisher

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Emerald Publishing Limited

Copyright © 2024, Emerald Publishing Limited

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