Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/47960
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dc.contributor.authorKarakaplan E.-
dc.contributor.authorAlkaya D.-
dc.contributor.authorBaşarır H.-
dc.date.accessioned2023-01-09T21:31:01Z-
dc.date.available2023-01-09T21:31:01Z-
dc.date.issued2022-
dc.identifier.isbn9786050114942-
dc.identifier.urihttps://hdl.handle.net/11499/47960-
dc.description27th International Mining Congress and Exhibition of Turkey, IMCET 2022 -- 22 March 2022 through 25 March 2022 -- 182376en_US
dc.description.abstractWhile there are already many methods for the design of tunnels, these methods are being improved with technology and experience or new ones are added to the literature. In this study; The quality of rock masses were assessed using Rock Mass Quality Rating (RMQR) along 2540 m long Honaz tunnel excavated in weak rock masses. Support systems were designed considering recommendations from RMQR system and analyzed by finite element method. The obtained results were compared with the New Austrian Tunneling Method (NATM) used in the excavation and support of the tunnel and the deformation values measured in the field. The fact that the equations used in the estimation of rock mass properties give results far from those measured in very weak rock masses indicates that these equations should be reviewed. Although the support element suggestions of the RMQR system can be used, they should continue to be developed with this and similar studies. © IMCET 2022. All rights reserved.en_US
dc.language.isotren_US
dc.publisherBaskien_US
dc.relation.ispartofProceedings of the 27th International Mining Congress and Exhibition of Turkey, IMCET 2022en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectNATMen_US
dc.subjectnumerical modelingen_US
dc.subjectRMQRen_US
dc.subjectsupport designen_US
dc.subjectTunnelingen_US
dc.subjectDesignen_US
dc.subjectNumerical modelsen_US
dc.subjectRock mechanicsen_US
dc.subjectRocksen_US
dc.subjectNATMen_US
dc.subjectNew Austrian tunnelling methoden_US
dc.subjectQuality ratingsen_US
dc.subjectRMQRen_US
dc.subjectRock mass qualitiesen_US
dc.subjectRock-massen_US
dc.subjectSupport designen_US
dc.subjectSupport systemsen_US
dc.subjectTunnelingen_US
dc.subjectWeak rocken_US
dc.subjectTunnelsen_US
dc.titleEVALUATION OF THE APPLICABILITY OF THE RMQR SYSTEM FOR HONAZ TUNNELen_US
dc.title.alternativeRMQR SİSTEMİNİN HONAZ TÜNELİ İÇİN UYGULANABİLİRLİĞİNİN DEĞERLENDİRİLMESİen_US
dc.typeConference Objecten_US
dc.identifier.startpage814en_US
dc.identifier.endpage824en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.authorscopusid57193995496-
dc.authorscopusid35730077300-
dc.authorscopusid15922004500-
dc.identifier.scopus2-s2.0-85138433560en_US
item.languageiso639-1tr-
item.openairetypeConference Object-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept33.04. Mining and Hoisting-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Kale Meslek Yüksekokulu Koleksiyonu
Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
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