Influence of Polymeric Fiber Reinforcement on Strength Properties of Sand-stabilized Expansive Soil

dc.contributor.authorOncu, Serife
dc.contributor.authorBilsel, Huriye
dc.date.accessioned2026-02-06T18:45:54Z
dc.date.issued2017
dc.departmentDoğu Akdeniz Üniversitesi
dc.description.abstractThis paper presents the findings of an experimental study on improvement of strength properties of sand-stabilized expansive soil, reinforced with polymeric fiber which consists of pipe scrap waste obtained as a by-product of construction industry. Sand is mixed in 1:1 ratio with expansive soil forming a stable structure with improved stability. Enhancement of strength properties is provided by the addition of polymeric fiber of 1, 2, and 3% by dry mass, and the results indicated that compressive, split tensile, and flexural strengths improved by an optimum amount of 2%. Consequently, an area for recycling this nonbiodegradable waste is also proposed.
dc.identifier.doi10.1080/03602559.2016.1211699
dc.identifier.endpage399
dc.identifier.issn0360-2559
dc.identifier.issn1525-6111
dc.identifier.issue4
dc.identifier.scopus2-s2.0-85010815590
dc.identifier.scopusqualityN/A
dc.identifier.startpage391
dc.identifier.urihttps://doi.org/10.1080/03602559.2016.1211699
dc.identifier.urihttps://hdl.handle.net/11129/14003
dc.identifier.volume56
dc.identifier.wosWOS:000394652600004
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTaylor & Francis Inc
dc.relation.ispartofPolymer-Plastics Technology and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260204
dc.subjectCompacted sand-expansive soil
dc.subjectcompressive strength
dc.subjectflexural strength
dc.subjectpolymeric fiber
dc.subjectsplit tensile strength
dc.titleInfluence of Polymeric Fiber Reinforcement on Strength Properties of Sand-stabilized Expansive Soil
dc.typeArticle

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