Soil improvement with waste pvc

dc.contributor.authorUral, Nazile
dc.contributor.authorKut, Ümit
dc.contributor.authorGülsevinç, Nurcihan
dc.date.accessioned2025-05-20T18:47:38Z
dc.date.issued2020
dc.departmentBilecik Şeyh Edebali Üniversitesi
dc.description.abstractDue to the increase in the population, the lands where safe constructions can be done have decreased. Therefore, there is a need to construct to grounds with low bearing capacity. Accordingly, improving the soil in geotechnical engineering is becoming more and more important day by day. Soil improvement is making the soil with insufficient strength resistant to external loads by mechanical, physical, or chemical improvement methods. There are many studies in the literature on soil improvement related to fly ash, furnace slag, recycled rubber aggregates, waste glass pieces, waste brick and marble pieces, chemical additives, polymer materials, geotextile materials. In this study, 0th and 28th days samples were prepared by adding 5%, 10%, and 15% waste PVC fibers to a cemented clay soil obtained by adding 10% cement. The prepared samples were subjected to the uniaxial pressure test, and it was observed that the waste PVC fiber affected the free compressive strength of the cemented clay soil. © 2020, TUBITAK. All rights reserved.
dc.identifier.doi10.31202/ecjse.747919
dc.identifier.endpage1481
dc.identifier.issn2148-3736
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85096007529
dc.identifier.scopusqualityQ4
dc.identifier.startpage1471
dc.identifier.trdizinid390110
dc.identifier.urihttps://doi.org/10.31202/ecjse.747919
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/390110
dc.identifier.urihttps://hdl.handle.net/11552/6537
dc.identifier.volume7
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isotr
dc.publisherTUBITAK
dc.relation.ispartofEl-Cezeri Journal of Science and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_Scopus_20250518
dc.subjectSoil improvement
dc.subjectUnconfined compression strength
dc.subjectWaste pvc fiber
dc.titleSoil improvement with waste pvc
dc.title.alternativeAtık pvc ile zemin iyileştirme
dc.typeArticle

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