Active earth thrust theory for horizontal granular backfill on a cantilever wall with a short heel

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dc.authorid57194013824
dc.authorid12041560400
dc.contributor.authorKamiloğlu H.A.
dc.contributor.authorŞadoğlu E.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:17Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:17Z
dc.date.issued2017
dc.departmentBayburt Üniversitesien_US
dc.description.abstractCantilever retaining walls are earth-retaining structures commonly used in construction. Conventional methods used to determine the active earth thrust acting on a wall often neglect friction between the soil and wall. This study presents an analytical solution for determining the active earth thrusts acting on a cantilever retaining wall with a short heel and a shear key that supports granular backfill. Three different earth thrusts were considered to be acting on three different parts of the rear face of the wall; the thrusts were derived using the limit equilibrium method. The active earth thrust formulas were also simplified in terms of earth thrust coefficients, unit weight, and wall height. An algorithm was developed to obtain earth thrust coefficients depending on various wall dimensions and internal friction angles and to prepare graphs representing earth thrust coefficients and failure surface angles. The effects of wall dimensions and internal friction angles on the earth thrusts and failure surface angles were determined. Finally, the proposed method of determining earth thrust coefficients was compared with other approaches. © 2017 American Society of Civil Engineers.en_US
dc.identifier.doi10.1061/(ASCE)GM.1943-5622.0000886
dc.identifier.issn1532-3641
dc.identifier.issue8
dc.identifier.scopus2-s2.0-85018344392en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0000886
dc.identifier.urihttps://hdl.handle.net/20.500.12403/481
dc.identifier.volume17
dc.identifier.wosWOS:000400166100004en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)
dc.relation.ispartofInternational Journal of Geomechanicsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectActive earth thrust
dc.subjectBase shear key
dc.subjectCantilever retaining wall
dc.subjectLimit equilibrium method
dc.subjectShort heel
dc.subjectBridge decks
dc.subjectFriction
dc.subjectGranular materials
dc.subjectInternal friction
dc.subjectNanocantilevers
dc.subjectSlope stability
dc.subjectTribology
dc.subjectBase shear
dc.subjectCantilever retaining walls
dc.subjectEarth thrust
dc.subjectLimit equilibrium methods
dc.subjectShort heel
dc.subjectRetaining walls
dc.subjectalgorithm
dc.subjectbackfill
dc.subjectfriction
dc.subjectgranular medium
dc.subjectlimit analysis
dc.subjectretaining wall
dc.subjectsoil-structure interaction
dc.subjectthrust
dc.subjectActive earth thrust
dc.subjectBase shear key
dc.subjectCantilever retaining wall
dc.subjectLimit equilibrium method
dc.subjectShort heel
dc.subjectBridge decks
dc.subjectFriction
dc.subjectGranular materials
dc.subjectInternal friction
dc.subjectNanocantilevers
dc.subjectSlope stability
dc.subjectTribology
dc.subjectBase shear
dc.subjectCantilever retaining walls
dc.subjectEarth thrust
dc.subjectLimit equilibrium methods
dc.subjectShort heel
dc.subjectRetaining walls
dc.subjectalgorithm
dc.subjectbackfill
dc.subjectfriction
dc.subjectgranular medium
dc.subjectlimit analysis
dc.subjectretaining wall
dc.subjectsoil-structure interaction
dc.subjectthrust
dc.titleActive earth thrust theory for horizontal granular backfill on a cantilever wall with a short heelen_US
dc.typeArticleen_US

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