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Performance of Lightweight Concrete With Plastic Aggregate

Authors: Shaik Naseeruddin; Khaja Basithuddin; Ms. K. Nanchari;

Performance of Lightweight Concrete With Plastic Aggregate

Abstract

This study explores the use of recycled high-density polyethylene (HDPE) plastic and robo sand to fabricate lightweight plastic coarse aggregates (PCA) for concrete. These PCAs were produced by melting HDPE plastic and mixing it with robo sand in a 1:3 ratio, forming aggregates sized 2.36 mm to 20 mm. The main aim was to replace conventional coarse aggregates entirely and assess structural and sustainability benefits. Three concrete cubes were cast using 100% HDPE-based aggregates, and tests were conducted to evaluate workability, compressive strength, and physical properties like specific gravity and impact value. The results showed a notable reduction in concrete density and a 28-day compressive strength averaging around 29 MPa, indicating promising potential for lightweight structural applications. The project highlights the environmental benefits of plastic reuse in concrete and supports eco-friendly alternatives in construction.

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
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