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dc.contributor.authorCakir, Tufan
dc.date.accessioned2014-09-15T06:34:19Z
dc.date.available2014-09-15T06:34:19Z
dc.date.issued2014
dc.identifier.issn2005-307X
dc.identifier.urihttps://doi.org/10.12989/gae.2014.6.2.117
dc.description.abstractThe main focus of the current study is to evaluate the dynamic behavior of a cantilever retaining wall considering backfill and soil/foundation interaction effects. For this purpose, a three-dimensional finite element model (FEM) with viscous boundary is developed to investigate the seismic response of the cantilever wall. To demonstrate the validity of the FEM, analytical examinations are carried out by using modal analysis technique. The model verification is accomplished by comparing its predictions to results from analytical method with satisfactory agreement. The method is then employed to further investigate parametrically the effects of not only backfill but also soil/foundation interactions. By means of changing the soil properties, some comparisons are made on lateral displacements and stress responses. It is concluded that the lateral displacements and stresses in the wall are remarkably affected by backfill and subsoil interactions, and the dynamic behavior of the cantilever retaining wall is highly sensitive to mechanical properties of the soil material.en_US
dc.language.isoengen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofGeomechanics and Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectsoil-structure interactionen_US
dc.subjectviscous boundaryen_US
dc.subjectfinite element analysisen_US
dc.subjectanalytical verificationen_US
dc.titleBackfill and subsoil interaction effects on seismic behavior of a cantilever wallen_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.description.wospublicationidWOS:000337305800002en_US
dc.description.scopuspublicationid2-s2.0-84894039703en_US
dc.departmentGümüşhane Üniversitesien_US
dc.identifier.volume6en_US
dc.identifier.issue2en_US
dc.identifier.startpage117en_US
dc.identifier.doi10.12989/gae.2014.6.2.117
dc.identifier.endpage138en_US
dc.authorscopusid38861185500


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