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dc.contributor.authorKamiloğlu H.A.
dc.contributor.authorŞadoğlu E.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:00Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:00Z
dc.date.issued2019
dc.identifier.issn0038-0806
dc.identifier.urihttps://dx.doi.org/10.1016/j.sandf.2018.12.003
dc.identifier.urihttps://hdl.handle.net/20.500.12403/329
dc.description.abstractThe failure mechanism plays an important role in the active seismic earth thrusts acting on cantilever retaining walls. Cantilever retaining walls can be classified as having a long heel or a short heel based on the intersection between the stem of the retaining wall and the failure surface. In the literature, different seismic earth thrust calculation methods have been suggested considering the long heel or the short heel cases. However, no unique study has been done that is applicable to walls with either a long heel or a short heel. The aim of this study is to suggest a new active seismic earth thrust calculation method for granular soils which is applicable to retaining walls with either a short heel or a long heel using a pseudo-static approach. Three different earth thrusts are considered to be acting on three different parts of a wall backface. Each thrust is derived in terms of the parameters defining the wall geometry, the soil properties and the seismic activity. The thrust coefficients are determined by maximizing the sum of the horizontal components of the earth thrusts. An algorithm is developed and coded for this aim. The results of the suggested method are compared with those of other conventional methods and an experimental study. © 2019en_US
dc.language.isoengen_US
dc.publisherElsevier B.V.
dc.relation.isversionof10.1016/j.sandf.2018.12.003
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectActive seismic earth thrust
dc.subjectCantilever retaining wall (IGC: E5/E13)
dc.subjectFailure surface
dc.subjectLong heel
dc.subjectShort heel
dc.subjectFailure (mechanical)
dc.subjectNanocantilevers
dc.subjectRetaining walls
dc.subjectCantilever retaining walls
dc.subjectEarth thrust
dc.subjectFailure surface
dc.subjectLong heel
dc.subjectShort heel
dc.subjectSeismology
dc.subjectActive seismic earth thrust
dc.subjectCantilever retaining wall (IGC: E5/E13)
dc.subjectFailure surface
dc.subjectLong heel
dc.subjectShort heel
dc.subjectFailure (mechanical)
dc.subjectNanocantilevers
dc.subjectRetaining walls
dc.subjectCantilever retaining walls
dc.subjectEarth thrust
dc.subjectFailure surface
dc.subjectLong heel
dc.subjectShort heel
dc.subjectSeismology
dc.titleA method for active seismic earth thrusts of granular backfill acting on cantilever retaining wallsen_US
dc.typearticleen_US
dc.relation.journalSoils and Foundationsen_US
dc.contributor.departmentBayburt Universityen_US
dc.contributor.authorID57194013824
dc.contributor.authorID12041560400
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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