Experimental investigation of the effect of grading characteristics on the liquefaction resistance of various graded sands

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dc.contributor.authorYilmaz, Y.
dc.contributor.authorMollamahmutoglu, M.
dc.contributor.authorOzaydin, V.
dc.contributor.authorKayabali, K.
dc.date.accessioned2020-06-25T17:44:22Z
dc.date.available2020-06-25T17:44:22Z
dc.date.issued2008
dc.departmentKırıkkale Üniversitesi
dc.descriptionYilmaz, Yuksel/0000-0001-7630-7357
dc.description.abstractThe liquefaction susceptibility of various graded fine to medium saturated sands are evaluated by stress controlled cyclic triaxial laboratory tests. Cyclic triaxial tests are performed on reconstituted specimens having global relative density of 60%. In all cyclic triaxial tests; loading pattern is selected as a sinusoidal wave form with 1.0 Hz frequency, and effective consolidation pressure is chosen to be 100 kPa. Liquefaction resistance is defined as the required cyclic stress ratio which caused initial liquefaction in 10 cycles during the cyclic triaxial test. The results are used to draw relationship between grading characteristics (e.g. coefficient of uniformity and coefficient of curvature) and the liquefaction resistance of various graded sands. It is found that a relationship between cyclic resistance and any of the size (i.e. D-10, D-30 or D-60) would be more realistic than to build a relation between grading characteristics and the cyclic resistance. (C) 2007 Elsevier B.V. All rights reserved.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.1016/j.enggeo.2007.12.002
dc.identifier.endpage100en_US
dc.identifier.issn0013-7952
dc.identifier.issue3-4en_US
dc.identifier.scopus2-s2.0-49049088091
dc.identifier.scopusqualityQ1
dc.identifier.startpage91en_US
dc.identifier.urihttps://doi.org/10.1016/j.enggeo.2007.12.002
dc.identifier.urihttps://hdl.handle.net/20.500.12587/4088
dc.identifier.volume100en_US
dc.identifier.wosWOS:000260042500001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Science Bven_US
dc.relation.ispartofEngineering Geology
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectLiquefaction resistanceen_US
dc.subjectCoefficient of uniformityen_US
dc.subjectCoefficient of curvatureen_US
dc.subjectCyclic triaxial testen_US
dc.subjectGrading characteristicsen_US
dc.titleExperimental investigation of the effect of grading characteristics on the liquefaction resistance of various graded sandsen_US
dc.typeArticle

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