Slope Stability Evaluation of Basement Excavation: A Case Study

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dc.contributor.authorErdağ, Ahmet
dc.date.accessioned2023-04-10T20:27:58Z
dc.date.available2023-04-10T20:27:58Z
dc.date.issued2021
dc.departmentRektörlük, Rektörlüğe Bağlı Birimler, Düzce Üniversitesi Dergilerien_US
dc.description.abstractA deep excavation should be designed and implemented together with the precautions to prevent any loss of stability and structural damage in the infrastructure and superstructure elements of the neighboring parcels and risks against construction worker's health and safety. This study represents an example of soil damage that may occur due to foundation excavation. The features of the soil affected by the excavation were analyzed through a geological survey and soil models were created for each analysis stages. The study investigates the slope stability analyses that take place during the foundation excavation with the commonly used limit equilibrium (LE) methods. In this article, slope problems that may occur around the excavation before the construction of the basement of a 3-storey school building in Istinye Neighborhood of Istanbul Sarıyer district are examined. First, geotechnical and structural parameters were determined by obtaining detailed drilling reports of the region. Then the study area was modeled with the Rocscience Slide 6.0 program based on the limit equilibrium method. Following the evaluation of the basement excavations, a beveled excavation was made for the safety of the basement construction after the excavation and the stability of the slope excavations was found to be sufficient.en_US
dc.identifier.doi10.29130/dubited.913351
dc.identifier.endpage1948en_US
dc.identifier.issn2148-2446
dc.identifier.issue5en_US
dc.identifier.startpage1936en_US
dc.identifier.trdizinid498888en_US
dc.identifier.urihttp://doi.org/10.29130/dubited.913351
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/498888
dc.identifier.urihttps://hdl.handle.net/20.500.12684/11831
dc.identifier.volume9en_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isoenen_US
dc.relation.ispartofDüzce Üniversitesi Bilim ve Teknoloji Dergisi
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleSlope Stability Evaluation of Basement Excavation: A Case Studyen_US
dc.typeArticleen_US

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