Statistical Distributions of the Strength and Fracture Toughness of Recycled Polyethylene-Reinforced Laterite Composites

dc.contributor.authorSalifu T. Azeko
dc.contributor.authorKabiru Mustapha
dc.contributor.authorEbenezer Annan
dc.contributor.authorOlushola S. Odusanya
dc.contributor.authorAlfred B. O. Soboyejo
dc.contributor.authorWinston O. Soboyejo
dc.date.accessioned2025-01-24T10:07:01Z
dc.date.available2025-01-24T10:07:01Z
dc.date.issued2016
dc.description.abstractThis paper presents the results of combined experimental and theoretical studies of the statistical distributions of the strength and fracture toughness of recycled polyethylene-reinforced laterite composites for potential applications in building materials. The composites are produced with different volume percentages (0–30% v/v) and particle sizes (∼300±0.02, ∼600 ± 0.03, ∼900 ± 0.03, ∼1,200±0.02, ∼1,500±0.04, and 1,800±0.03  μm) of powdered polyethylene (PE) in a laterite matrix. The composites with ∼900±0.03  μm and 20-volume percentage of PE are shown to have the best combination of flexural-compressive strengths and fracture toughness. The statistical variations in the flexural-compressive strengths and fracture toughness are well characterized by the Weibull distributions.
dc.identifier.doi10.1061/(asce)mt.1943-5533.0001426
dc.identifier.issn0899-1561
dc.identifier.issn1943-5533
dc.identifier.urihttps://kwasuspace.kwasu.edu.ng/handle/123456789/3059
dc.language.isoen
dc.publisherJournal of Materials in Civil Engineering
dc.relation.ispartofJournal of Materials in Civil Engineering
dc.titleStatistical Distributions of the Strength and Fracture Toughness of Recycled Polyethylene-Reinforced Laterite Composites
dc.typejournal-article
oaire.citation.issue3
oaire.citation.volume28
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