Stability analyses of a slope reinforced with piles subjected to static and dynamic loading conditions

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dc.contributor.authorTolun, Mustafa
dc.contributor.authorUn, Buse
dc.contributor.authorEmirler, Buse
dc.contributor.authorYildiz, Abdulazim
dc.date.accessioned2025-01-06T17:30:24Z
dc.date.available2025-01-06T17:30:24Z
dc.date.issued2021
dc.description.abstractThis paper focuses on a stability analysis related to a highway constructed on a slope with high shear potential reinforced with the piles. For this purpose, a series of two-dimensional simulations were carried out by employing the finite element method. In the study, in order to provide the current state of topography, a numerical model was created based on data obtained from field and laboratory tests. It is aimed to define the safety factor of a slope under both static and dynamic loads, and that value was calculated for the following three cases: (i) for the slope unreinforced with the piles subjected to static loading, (ii) for the slope reinforced with the piles subjected to static loading, (iii) for the slope reinforced with the piles subjected to both static and dynamic loading. The numerical results indicate that it is a good approach to be used the piles to enhance the stability of the slope even though dynamic loading brings about to decline in the slope safety factor. Plus, the relevant value was determined to be 1.446 in the second case explained above while the same value was calculated to be 1.104 in the third case. Therefore, it is understood that the dynamic loads caused by the vehicles should be considered in the design of these kinds of problems, and the improvement method should be evaluated in detail. © 2021, TUBITAK. All rights reserved.
dc.identifier.doi10.31202/ecjse.929429
dc.identifier.endpage1371
dc.identifier.issn2148-3736
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85120536176
dc.identifier.scopusqualityQ4
dc.identifier.startpage1360
dc.identifier.trdizinid1130449
dc.identifier.urihttps://doi.org/10.31202/ecjse.929429
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/1130449
dc.identifier.urihttps://hdl.handle.net/20.500.14669/1590
dc.identifier.volume8
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isoen
dc.publisherTUBITAK
dc.relation.ispartofEl-Cezeri Journal of Science and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241211
dc.subjectDynamic load
dc.subjectFinite element method
dc.subjectPile
dc.subjectSafety factor
dc.subjectSlope stability analysis
dc.titleStability analyses of a slope reinforced with piles subjected to static and dynamic loading conditions
dc.title.alternativeStatik ve dinamik yükleme koşullarına maruz kazıklarla güçlendirilen bir şevin stabilite analizleri
dc.typeArticle

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