Experimental Study on Effectiveness of Tire Waste-Sand Cushion on Seismic Performance of Retaining Wall

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dc.authorscopusid6506575540
dc.authorscopusid57214825122
dc.contributor.authorEdinçliler, A.
dc.contributor.authorDemirtaş, B.S.
dc.date.accessioned2024-09-11T19:58:29Z
dc.date.available2024-09-11T19:58:29Z
dc.date.issued2024
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.description7th International Conference on Earthquake Engineering and Seismology, ICEES 2023 -- 6 November 2023 through 10 November 2023 -- Antalya -- 313859en_US
dc.description.abstractEarth-retaining structures are widely used in the man-made environment and have been constructed broadly in seismically active regions. Earthquakes can cause a lot of hazards to the retaining walls. In order to mitigate earthquake hazards, cost-effective solutions can be applied to the retaining walls. The use of lightweight materials behind the wall as a compressible layer called a “cushion layer” is one of the methods to improve the seismic performance of the retaining walls. These materials have advantageous characteristics, such as low unit weight, low bulk density, and high vibration absorption capacity. Some lightweight materials, such as shredded and chipped tire waste-sand mixtures and expanded polystyrene (EPS geofoam), can be used as a cushion. The objective of this study is to investigate the effects of tire waste-sand cushion on the seismic performance of retaining walls by performing a series of shaking table tests. The experiments were carried out using a 1/25 scaled retaining wall model with or without a cushion layer in the rigid-sided soil box. The tire waste-sand cushion under two different earthquake motions is evaluated to obtain the effectiveness of the cushion compared with the results without cushion. © The Author(s), under exclusive license to Springer Nature Switzerland AG 2024.en_US
dc.identifier.doi10.1007/978-3-031-57357-6_24
dc.identifier.endpage297en_US
dc.identifier.isbn978-303157356-9en_US
dc.identifier.issn2366-2557en_US
dc.identifier.scopus2-s2.0-85197425242en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage285en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-031-57357-6_24
dc.identifier.urihttps://hdl.handle.net/11363/8500
dc.identifier.volume401 LNCEen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz20240903_Gen_US
dc.subjectCushion; Retaining walls; Seismic performance; Shake table tests; Tire waste-sand mixturesen_US
dc.titleExperimental Study on Effectiveness of Tire Waste-Sand Cushion on Seismic Performance of Retaining Wallen_US
dc.typeConference Objecten_US

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