Numerical Investigation of the Interacted Behavior of Embankment-Slope System Under Seismic Loading Conditions

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dc.authoridDalyan, İlknur / 0000-0001-6436-7109
dc.contributor.authorAkbay Arama, Zülal
dc.contributor.authorAkın, Muhammed Selahaddin
dc.contributor.authorDalyan, İlknur
dc.contributor.authorGençdal, Hazal Berrak
dc.date.accessioned2025-01-27T18:52:57Z
dc.date.available2025-01-27T18:52:57Z
dc.date.issued2024
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description1st International conference on Mediterranean Geosciences Union, MedGU 2021 -- 25 November 2021 through 28 November 2021 -- Istanbul -- 304559
dc.description.abstractIn this study, the integrated effects of the geometrical characteristics of slope and the geotechnical strength properties of clayey foundation soils are investigated, considering the relative distance of the embankment from the slope edge under dynamic loading conditions with performing numerical analysis. In this context, a finite-element-based two-dimensional commercial software is used to perform pseudo-static analysis concerning the consideration of the Samos-İzmir earthquake in October 2020. The outcomes of the studies were evaluated in terms of the determining factor of safety values to interpret the effects of the envisaged variants on stability.
dc.identifier.doi10.1007/978-3-031-43218-7_6
dc.identifier.endpage25
dc.identifier.isbn978-303143217-0
dc.identifier.issn2522-8714
dc.identifier.scopus2-s2.0-85189354313
dc.identifier.scopusqualityQ2
dc.identifier.startpage23
dc.identifier.urihttps://doi.org/10.1007/978-3-031-43218-7_6
dc.identifier.urihttps://hdl.handle.net/20.500.12428/12506
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Nature
dc.relation.ispartofAdvances in Science, Technology and Innovation
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20250125
dc.subjectEmbankment
dc.subjectFinite element analysis
dc.subjectSamos-İzmir earthquake
dc.subjectSlope stability
dc.titleNumerical Investigation of the Interacted Behavior of Embankment-Slope System Under Seismic Loading Conditions
dc.typeConference Object

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