Analyses of stability and support design for a diversion tunnel at the Kapikaya dam site, Turkey

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dc.contributor.authorGurocak, Zulfu
dc.date.accessioned2026-08-12T17:46:11Z
dc.date.issued2011
dc.departmentFırat Üniversitesi
dc.description.abstractThis paper presents the engineering geological properties and support design for a diversion tunnel through diabase at the Kapikaya dam site, eastern Turkey. The rock mass rating and rock mass index were used to determine the support requirements, which were also analyzed using commercial software based on the finite element method. The parameters calculated by the empirical methods were used as input parameters for the FEM analysis and the results from the two methods were compared. It was found that the optimum solution was obtained by using a combination of both empirical and numerical approaches.
dc.identifier.doi10.1007/s10064-009-0258-2
dc.identifier.endpage52
dc.identifier.issn1435-9529
dc.identifier.issn1435-9537
dc.identifier.issue1
dc.identifier.scopus2-s2.0-79551605277
dc.identifier.scopusqualityQ1
dc.identifier.startpage41
dc.identifier.urihttps://doi.org/10.1007/s10064-009-0258-2
dc.identifier.urihttps://hdl.handle.net/11508/60983
dc.identifier.volume70
dc.identifier.wosWOS:000286940200005
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Heidelberg
dc.relation.ispartofBulletin of Engineering Geology and the Environment
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectFinite element method
dc.subjectHoek-Brown failure criterion
dc.subjectKapikaya dam
dc.subjectRMR
dc.subjectRMi
dc.titleAnalyses of stability and support design for a diversion tunnel at the Kapikaya dam site, Turkey
dc.typeArticle

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