Numerical Analysis of a Tunnel Support Design in Conjunction With Empirical Methods

dc.authoridSARI, Yasin Dursun/0000-0002-2859-7465
dc.authorscopusid6601992439
dc.authorscopusid57215492362
dc.authorscopusid57220211995
dc.authorscopusid16641984300
dc.authorwosidSARI, Yasin Dursun/AAQ-1115-2020
dc.authorwosidDönmez, Senayi/AAB-8905-2020
dc.contributor.authorSari, Yasin Dursun
dc.contributor.authorSarı, Yasin Dursun
dc.contributor.authorPasamehmetoglu, A. Gunhan
dc.contributor.authorPaşamehmetoğlu, A. Günhan
dc.contributor.authorCetiner, Erkan
dc.contributor.authorDonmez, Senayi
dc.contributor.otherDepartment of Civil Engineering
dc.date.accessioned2024-07-05T14:33:14Z
dc.date.available2024-07-05T14:33:14Z
dc.date.issued2008
dc.departmentAtılım Universityen_US
dc.department-temp[Sari, Yasin Dursun; Pasamehmetoglu, A. Gunhan] Atilim Univ, Dept Civil Engn, TR-06836 Ankara, Turkey; [Cetiner, Erkan] Karaelmas Univ, Caycuma Vocat Sch Higher Educ, Caycuma Zonguldak, Turkey; [Donmez, Senayi] Cankiri Karatekin Univ, Coll Arts & Technol, Cankiri, Turkeyen_US
dc.descriptionSARI, Yasin Dursun/0000-0002-2859-7465;en_US
dc.description.abstractIn this paper, preliminary support design of a tunnel was analyzed by numerical and empirical approaches. The case study for this analysis is a tunnel to be constructed on the Bilecik-Istanbul roadway in Turkey. The rock mass properties of the tunnel route and design support recommendations were obtained by using an empirical approach. The rock mass properties obtained from the empirical method were used as input parameters for the numerical analysis. The empirical and numerical results, in terms of support design, were evaluated. It was seen that the numerical analysis results supported by empirical values were logical and reliable.en_US
dc.identifier.citation16
dc.identifier.doi10.1061/(ASCE)1532-3641(2008)8:1(74)
dc.identifier.issn1532-3641
dc.identifier.issn1943-5622
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-38349065449
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1061/(ASCE)1532-3641(2008)8:1(74)
dc.identifier.urihttps://hdl.handle.net/20.500.14411/906
dc.identifier.volume8en_US
dc.identifier.wosWOS:000209489500009
dc.identifier.wosqualityQ3
dc.language.isoenen_US
dc.publisherAsce-amer Soc Civil Engineersen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject[No Keyword Available]en_US
dc.titleNumerical Analysis of a Tunnel Support Design in Conjunction With Empirical Methodsen_US
dc.typeArticleen_US
dspace.entity.typePublication
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relation.isOrgUnitOfPublication.latestForDiscovery238c4130-e9ea-4b1c-9dea-772c4a0dad39

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