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https://hdl.handle.net/11499/47960
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Karakaplan E. | - |
dc.contributor.author | Alkaya D. | - |
dc.contributor.author | Başarır H. | - |
dc.date.accessioned | 2023-01-09T21:31:01Z | - |
dc.date.available | 2023-01-09T21:31:01Z | - |
dc.date.issued | 2022 | - |
dc.identifier.isbn | 9786050114942 | - |
dc.identifier.uri | https://hdl.handle.net/11499/47960 | - |
dc.description | 27th International Mining Congress and Exhibition of Turkey, IMCET 2022 -- 22 March 2022 through 25 March 2022 -- 182376 | en_US |
dc.description.abstract | While 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.iso | tr | en_US |
dc.publisher | Baski | en_US |
dc.relation.ispartof | Proceedings of the 27th International Mining Congress and Exhibition of Turkey, IMCET 2022 | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | NATM | en_US |
dc.subject | numerical modeling | en_US |
dc.subject | RMQR | en_US |
dc.subject | support design | en_US |
dc.subject | Tunneling | en_US |
dc.subject | Design | en_US |
dc.subject | Numerical models | en_US |
dc.subject | Rock mechanics | en_US |
dc.subject | Rocks | en_US |
dc.subject | NATM | en_US |
dc.subject | New Austrian tunnelling method | en_US |
dc.subject | Quality ratings | en_US |
dc.subject | RMQR | en_US |
dc.subject | Rock mass qualities | en_US |
dc.subject | Rock-mass | en_US |
dc.subject | Support design | en_US |
dc.subject | Support systems | en_US |
dc.subject | Tunneling | en_US |
dc.subject | Weak rock | en_US |
dc.subject | Tunnels | en_US |
dc.title | EVALUATION OF THE APPLICABILITY OF THE RMQR SYSTEM FOR HONAZ TUNNEL | en_US |
dc.title.alternative | RMQR SİSTEMİNİN HONAZ TÜNELİ İÇİN UYGULANABİLİRLİĞİNİN DEĞERLENDİRİLMESİ | en_US |
dc.type | Conference Object | en_US |
dc.identifier.startpage | 814 | en_US |
dc.identifier.endpage | 824 | en_US |
dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 57193995496 | - |
dc.authorscopusid | 35730077300 | - |
dc.authorscopusid | 15922004500 | - |
dc.identifier.scopus | 2-s2.0-85138433560 | en_US |
item.fulltext | No Fulltext | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.cerifentitytype | Publications | - |
item.languageiso639-1 | tr | - |
item.openairetype | Conference Object | - |
item.grantfulltext | none | - |
crisitem.author.dept | 33.04. Mining and Hoisting | - |
crisitem.author.dept | 10.02. Civil Engineering | - |
Appears in Collections: | Kale Meslek Yüksekokulu Koleksiyonu Mühendislik Fakültesi Koleksiyonu Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection |
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