The Settlement Behavior of Granular Soils Under Vertical Loading Using the Histogram Equalization Method

dc.contributor.authorErenson, Can
dc.date.accessioned2023-10-05T06:43:35Z
dc.date.available2023-10-05T06:43:35Z
dc.date.issued2023
dc.departmentMühendislik Fakültesi
dc.description.abstractSettlement characteristics of soils are an important phenomenon in terms of bearing capacity and failure behavior. Within this context, the relative density value is a significant factor but its correlations are insufficient to provide precise results under exceptional conditions. The main aim of this study is to determine, for each soil type, the parameters that affect the settlement behavior of granular soils. Soil samples belonging to different granular soil classes were placed in transparent boxes and monitored. Then, behaviors were determined using the Histogram Equalization Method (HEM) performed on the images and loading tests. As a result, it was observed that relative density was the most effective factor for settlement behavior in sandy soils. Also, well-grading criteria was the most important factor for gravelly soils in their settlement behavior. In the well-graded soil samples in a dense condition, the pixel numbers in the image were found to be approximately 2 times higher than in the loose soils. On the other hand, the maximum pixel number for loose conditions in poor-graded soil samples was determined between 1.02 and 1.17 times greater compared to the dense soils. Consequently, the outputs obtained from the HEM agreed with the experiments.
dc.identifier.doi10.36909/jer.13147
dc.identifier.endpage124en_US
dc.identifier.issn2307-1885
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ3
dc.identifier.startpage111en_US
dc.identifier.urihttps:/dx.doi.org10.36909/jer.13147
dc.identifier.urihttps://hdl.handle.net/20.500.12451/11076
dc.identifier.volume11en_US
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherUniversity of Kuwait
dc.relation.ispartofJournal of Engineering Research (Kuwait)
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectGradation
dc.subjectGranular Soil
dc.subjectHistogram Equalization Method
dc.subjectSettlemen
dc.titleThe Settlement Behavior of Granular Soils Under Vertical Loading Using the Histogram Equalization Method
dc.typeArticle

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