Investigation of soil parameters affecting the stability of homogeneous slopes using the Taguchi method

dc.contributor.authorTan, O.
dc.date.accessioned2020-03-26T17:03:47Z
dc.date.available2020-03-26T17:03:47Z
dc.date.issued2006
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractInvestigations on the effect of the bulk density, the cohesion, the internal angle of friction, the slope height, and the slope length on the stability of homogeneous slopes are reported here. The Taguchi method was used for the study, and a standard L16 orthogonal array with 5 parameters and 4 levels was chosen. The results of the study show that the most efficient parameters of the stability of homogeneous slopes are the slope height, the slope length, the cohesion, the internal angle of friction, and the bulk density. The critical safety factors obtained by the Taguchi method are found to be in good agreement with those determined by the ordinary method.en_US
dc.identifier.doi10.1134/S1064229306110135en_US
dc.identifier.endpage1254en_US
dc.identifier.issn1064-2293en_US
dc.identifier.issue11en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage1248en_US
dc.identifier.urihttps://dx.doi.org/10.1134/S1064229306110135
dc.identifier.urihttps://hdl.handle.net/20.500.12395/20554
dc.identifier.volume39en_US
dc.identifier.wosWOS:000245174800013en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherMAIK NAUKA/INTERPERIODICA/SPRINGERen_US
dc.relation.ispartofEURASIAN SOIL SCIENCEen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.titleInvestigation of soil parameters affecting the stability of homogeneous slopes using the Taguchi methoden_US
dc.typeArticleen_US

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