Three dimensional finite element analysis of a deep excavation: Case study in Istanbul metro

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dc.contributor.authorUsluoğulları, Ömer Faruk
dc.contributor.authorTemügan, Ahmet
dc.contributor.authorDuman, Esra Subaşı
dc.contributor.authorYegin, Yavuz
dc.date.accessioned2025-10-24T18:06:54Z
dc.date.available2025-10-24T18:06:54Z
dc.date.issued2015
dc.departmentMalatya Turgut Özal Üniversitesi
dc.descriptionSoletanche Bachy/Menard; TenCate Geosynthetics
dc.description16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015 -- -- Edinburgh; Edinburgh International Conference Center -- 119736
dc.description.abstractIn this study excavation induced lateral soil deformations and settlements were investigated by field measurements and numerical studies using three dimensional finite element analyses. The predicted lateral deformations and settlements were compared with field observations. Field observations were performed with optical surveys and inclinometers to assess the actual soil movements to monitor settlements and lateral deformations, respectively. During construction, discrete piles and tie-back anchors were used as a bracing system to prevent lateral deformations. In the numerical model excavation stages have been taken into account to simulate actual site conditions and comparisons have been done based on predictions of numerical analysis and field observations. © 2017 Elsevier B.V., All rights reserved.
dc.identifier.endpage704
dc.identifier.isbn9780727760678
dc.identifier.scopus2-s2.0-84964577603
dc.identifier.scopusqualityN/A
dc.identifier.startpage699
dc.identifier.urihttps://hdl.handle.net/20.500.12899/3275
dc.identifier.volume2
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherICE Publishing subscriptions@icepublishing.com
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzScopus_20251023
dc.subjectDeformation
dc.subjectExcavation
dc.subjectGeotechnical engineering
dc.subjectSoil mechanics
dc.subjectSoils
dc.subjectDeep excavation
dc.subjectField measurement
dc.subjectField observations
dc.subjectLateral deformation
dc.subjectSite conditions
dc.subjectSoil deformation
dc.subjectThree dimensional finite element analysis
dc.subjectTie-back anchors
dc.subjectFinite element method
dc.titleThree dimensional finite element analysis of a deep excavation: Case study in Istanbul metro
dc.typeConference Object

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