A Parametric Study of Pile Behavior In Liquefied Soils

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dc.contributor.authorIşık, Nihat Sinan
dc.contributor.authorKardoğan, Pınar Sezin Öztürk
dc.date.accessioned2023-04-10T20:29:35Z
dc.date.available2023-04-10T20:29:35Z
dc.date.issued2022
dc.departmentRektörlük, Rektörlüğe Bağlı Birimler, Düzce Üniversitesi Dergilerien_US
dc.description.abstractLiquefaction in saturated sandy soils under cyclical loads has a significant part in the structural damage cases. Pile foundations, used for soils with bearing capacity problems, might get exposed to various liquefaction-based damages. The finite element program FLAC2D is utilized to understand the pile behavior in liquefied soils under dynamic loads. The 1999 Kocaleli earthquake record was used in the numerical analysis for a single pile element in the layered soil profile with liquefied and non- liquefied soil. The pile-head of the model used in the layered soil sample was left free for rotation. Calculations for a single pile profile where axial load and horizontal load are affected simultaneo usly were performed by considering both the kinematic and inertial effect. Finite difference analyzes were performed by changing the embedded lengths of pile socket according to the existence and absence of a non-liquefying crust layer on the liquefied soil in the layered soil profile. As the results of the pile- head displacement and maximum moment value output were assessed.en_US
dc.identifier.doi10.29130/dubited.986915
dc.identifier.endpage1036en_US
dc.identifier.issn2148-2446
dc.identifier.issue2en_US
dc.identifier.startpage1024en_US
dc.identifier.trdizinid1125245en_US
dc.identifier.urihttp://doi.org/10.29130/dubited.986915
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/1125245
dc.identifier.urihttps://hdl.handle.net/20.500.12684/11932
dc.identifier.volume10en_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isotren_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.subjectLiquefactionen_US
dc.subjectCrust layeren_US
dc.subjectFLAC2Den_US
dc.subjectEmbedded length of pileen_US
dc.subjectInertial- Kinematic effects Sıvılaşmaen_US
dc.subjectKabuk tabakasıen_US
dc.subjectFLAC2Den_US
dc.subjectKazık soket derinliğien_US
dc.subjectAtaletsel-Kinematik etkien_US
dc.titleA Parametric Study of Pile Behavior In Liquefied Soilsen_US
dc.typeArticleen_US

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