A Comparison Study between Traditional and Finite Element Methods for Slope Stability Evaluations

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dc.authoridkeskin, inan/0000-0003-2977-4352
dc.contributor.authorGoktepe, Fatih
dc.contributor.authorKeskin, Inan
dc.date.accessioned2024-09-29T15:54:38Z
dc.date.available2024-09-29T15:54:38Z
dc.date.issued2018
dc.departmentKarabük Üniversitesien_US
dc.description.abstractLandslides are amongst the major disasters that have occurred in Karabuk, Turkey. Due to the rapid increase in population movement to new habitats in urban areas, the need for engineering structures will increase. This condition has led to the construction of arts, cultural facilities and housing in insecure regions these days. The excavations to prepare the construction site, the external loads due to heavy structures and the changes in coverage of the earth surface are among the reasons for landslides in such areas. In this study, the landslides that occurred due to unsupported excavation for the construction of Karabuk university stadium were analyzed using the three softwares like Plaxis, Geoslope and Slide. The study area is critical in terms of slope problems. Mass movement in the stadium occurred in high plasticity clay units containing sand and silt. For this reason, it is necessary to carry out detailed studies before the construction of engineering structures. The landslide considered in the study were analyzed using finite element (FE) analysis and slice method. These approaches are used for evaluating the stability of natural slope by considering a failure mechanism, which is known as the plastic limit condition. Regarding safety factors calculated using the different numerical solutions confirm that the results obtained are similar. In addition, the landslide area is close to the predicted simulation results.en_US
dc.identifier.doi10.1007/s12594-018-0864-3
dc.identifier.endpage379en_US
dc.identifier.issn0016-7622
dc.identifier.issn0974-6889
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85044250029en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage373en_US
dc.identifier.urihttps://doi.org/10.1007/s12594-018-0864-3
dc.identifier.urihttps://hdl.handle.net/20.500.14619/4196
dc.identifier.volume91en_US
dc.identifier.wosWOS:000428079100016en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Indiaen_US
dc.relation.ispartofJournal of the Geological Society of Indiaen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectLandslidesen_US
dc.subjectEmbankmentsen_US
dc.subjectIndiaen_US
dc.titleA Comparison Study between Traditional and Finite Element Methods for Slope Stability Evaluationsen_US
dc.typeArticleen_US

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