Influence of adding fibers on engineering properties of clayey soils

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dc.authorid0000-0003-1490-4011
dc.authorid0000-0002-6372-4984
dc.authorid0000-0002-6524-4052
dc.authorid0000-0003-4178-1213
dc.contributor.authorEtminan, Ehsanen_US
dc.contributor.authorDehghanian, Kavehen_US
dc.contributor.authorGöçkün, Beste Seylaen_US
dc.contributor.authorKoçak Dinç, Besteen_US
dc.date.accessioned2026-03-05T07:24:25Z
dc.date.available2026-03-05T07:24:25Z
dc.date.issued2023-11-24
dc.departmentIşık Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.departmentIşık University, Faculty of Engineering and Natural Sciences, Department of Civil Engineeringen_US
dc.description.abstractRecently, research into alternative materials and methods has been ongoing with the goal of creating cuttingedge solutions for building earth structures. In circumstances when other alternative materials are employed, improving the soft soils used for these structures, such as the subgrades of highway embankments, might be essential for implementing sustainable and cost-effective applications. In order to examine the utilization of Polypropylene (PP), Copolymer (CP), and Virgin Homopolymer Polypropylene (VHP) fibers to stabilize two separate high and low-plasticity clay soils, comprehensive laboratory studies have been conducted. To estimate how these mixes would behave during earthquakes, a variety of soils and the aforementioned fibers were created in the lab. The engineering features of these combinations were then studied. Investigations were conducted into the engineering behaviors of the samples as well as the results of the compaction, unconfined compression, CBR, and cyclic triaxial testing. The results of the laboratory study are presented in this work, with a focus on the usage of alternative materials that produce stronger soils during earthquakes, which has positive economic and environmental effects.en_US
dc.description.versionPublisher's Versionen_US
dc.identifier.citationEtminan, E., Dehghanian, K., Göçkün, B. S. & Koçak Dinç, B. (2023). Killi zeminlerin mühendislik özellikleri üzerinde fiberlerin etkisi. Paper presented at the 9th Geotechnical Symposium, 209-214. doi:https://dx.doi.org/10.5505/2023geoteknik.SS-38en_US
dc.identifier.endpage214
dc.identifier.isbn9786050116311
dc.identifier.startpage209
dc.identifier.urihttps://hdl.handle.net/11729/7095
dc.identifier.urihttps://dx.doi.org/10.5505/2023geoteknik.SS-38
dc.institutionauthorEtminan, Ehsanen_US
dc.institutionauthorid0000-0003-1490-4011
dc.institutionauthorid0000-0002-6524-4052
dc.language.isoenen_US
dc.peerreviewedYesen_US
dc.publicationstatusPublished
dc.publisherTMMOB İnşaat Mühendisleri Odasıen_US
dc.relation.ispartof9th Geotechnical Symposiumen_US
dc.relation.publicationcategoryKonferans Öğesi - Ulusal - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFibersen_US
dc.subjectDynamic and static mechanical propertiesen_US
dc.subjectClayey soilsen_US
dc.subjectSoil improvement methodsen_US
dc.titleInfluence of adding fibers on engineering properties of clayey soilsen_US
dc.title.alternativeKilli zeminlerin mühendislik özellikleri üzerinde fiberlerin etkisien_US
dc.typeConference Objecten_US
dspace.entity.typePublicationen_US

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