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contributor authorSalifu T. Azeko
contributor authorKabiru Mustapha
contributor authorEbenezer Annan
contributor authorOlushola S. Odusanya
contributor authorAlfred B. O. Soboyejo
contributor authorWinston O. Soboyejo
date accessioned2017-12-30T12:57:36Z
date available2017-12-30T12:57:36Z
date issued2016
identifier other%28ASCE%29MT.1943-5533.0001426.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243905
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.
publisherAmerican Society of Civil Engineers
titleStatistical Distributions of the Strength and Fracture Toughness of Recycled Polyethylene-Reinforced Laterite Composites
typeJournal Paper
journal volume28
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001426
page04015146
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 003
contenttypeFulltext


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