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Kennesaw State University

The Compressive And Flexural Strength Of Concrete Containing Recycled Waste Plastic

Abstract

dc:description.abstract

<p>Annually, tons of plastic wastes end up in landfills and the oceans through indiscriminate dumping, constituting a major source of pollution to the environment and threat to human health and marine lives. It therefore necessitates an innovative strategy to help mitigate the environmental hazards caused by this pollution. A feasible eco-friendly strategy is by using granulated plastics, fibers or regrinds in concreting. This research explored the feasibility of this strategy by testing the compressive and flexural strengths of hardened concrete specimens containing varying percent of plastic aggregates used as partial replacement for fine aggregates. The compressive strength of specimens of 1:3:3 (cement:sand:gravel) concrete mixes containing 10%, 20%, 30% and 40% PET plastic with a constant water-to-cement ratio of 0.55, were tested at 7, 14, and 28 days. The flexural strength was also tested at 28 days. The result shows that the 28 days compressive and flexural strength of concrete can be enhanced by replacing up to 20% of sand with PET regrinds. Compared to the reference case (0% case), the results show that for 10% sand replacement, the 7 and 28 days compressive strength of concrete increased by 5.38% and 3.36% respectively, and the 28 days flexural strength increased by 0.04%. For 20% sand replacement, the 7 and 28 days compressive strength of concrete showed a 4.15% increase and then a 2.10% decrease respectively, and the 28 days flexural strength decreased by 13.11%. Beyond 20% sand replacement, the results showed a continuous decrease in compressive and flexural strength.</p>

Degree

thesis:*
Name thesis:degree_name
Master of Science in Construction Engineering
Level thesis:degree_level
Thesis
Discipline thesis:degree_discipline
Construction Engineering
Year dc:date.available
2020

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Akinkunmi, Isaiah
Contributors dc:contributor
  • Dr. Metin Oguzmert

Subjects

dc:subject × 6

Identifiers

dc:identifier.*
Repository record dc:identifier
https://digitalcommons.kennesaw.edu/msce_etd/7
OAI identifier oai:identifier
oai:digitalcommons.kennesaw.edu:msce_etd-1006

Chain of custody

source
Harvested from
Kennesaw State University
Base URL
digitalcommons.kennesaw.edu/do/oai/
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
citation

Akinkunmi, Isaiah. The Compressive And Flexural Strength Of Concrete Containing Recycled Waste Plastic. Thesis thesis, 2020. https://digitalcommons.kennesaw.edu/msce_etd/7