Characterization of liquefaction susceptibility of sands by means of extreme void ratios and/or void ratio range

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dc.authorid56269146000
dc.authorid6603224164
dc.contributor.authorYilmaz Y.
dc.contributor.authorMollamahmutoglu M.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:44:56Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:44:56Z
dc.date.issued2010
dc.departmentBayburt Üniversitesien_US
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 as 100 kPa. Liquefaction resistance is defined as the required cyclic stress ratio causing initial liquefaction in 10 cycles during the cyclic triaxial test. The results are used to draw conclusions on the effect of the extreme void ratios and void ratio range on the liquefaction resistance of various graded sands. © 2009 ASCE.en_US
dc.identifier.doi10.1061/(ASCE)GT.1943-5606.0000164
dc.identifier.endpage1990
dc.identifier.issn1090-0241
dc.identifier.issue12
dc.identifier.scopus2-s2.0-75949097567en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1986
dc.identifier.urihttps://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000164
dc.identifier.urihttps://hdl.handle.net/20.500.12403/971
dc.identifier.volume135
dc.identifier.wosWOS:000272181800021en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)
dc.relation.ispartofJournal of Geotechnical and Geoenvironmental Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCyclic tests
dc.subjectGrain size
dc.subjectSand, soil type
dc.subjectSoil liquefaction
dc.subjectVoids
dc.subjectCyclic loads
dc.subjectGrain size and shape
dc.subjectSand
dc.subjectSoil mechanics
dc.subjectSoils
dc.subjectTesting
dc.subjectConsolidation pressure
dc.subjectCyclic stress ratio
dc.subjectCyclic tests
dc.subjectCyclic triaxial tests
dc.subjectGraded sand
dc.subjectGrain size
dc.subjectLaboratory test
dc.subjectLiquefaction resistance
dc.subjectLiquefaction susceptibility
dc.subjectLoading patterns
dc.subjectReconstituted specimens
dc.subjectRelative density
dc.subjectSaturated sand
dc.subjectSinusoidal wave
dc.subjectSoil types
dc.subjectVoid ratios
dc.subjectSoil liquefaction
dc.subjectconsolidation
dc.subjectcyclic loading
dc.subjectgrain size
dc.subjectliquefaction
dc.subjectsand
dc.subjectstress analysis
dc.subjectstress field
dc.subjecttriaxial test
dc.subjectvoid ratio
dc.subjectCyclic tests
dc.subjectGrain size
dc.subjectSand, soil type
dc.subjectSoil liquefaction
dc.subjectVoids
dc.subjectCyclic loads
dc.subjectGrain size and shape
dc.subjectSand
dc.subjectSoil mechanics
dc.subjectSoils
dc.subjectTesting
dc.subjectConsolidation pressure
dc.subjectCyclic stress ratio
dc.subjectCyclic tests
dc.subjectCyclic triaxial tests
dc.subjectGraded sand
dc.subjectGrain size
dc.subjectLaboratory test
dc.subjectLiquefaction resistance
dc.subjectLiquefaction susceptibility
dc.subjectLoading patterns
dc.subjectReconstituted specimens
dc.subjectRelative density
dc.subjectSaturated sand
dc.subjectSinusoidal wave
dc.subjectSoil types
dc.subjectVoid ratios
dc.subjectSoil liquefaction
dc.subjectconsolidation
dc.subjectcyclic loading
dc.subjectgrain size
dc.subjectliquefaction
dc.subjectsand
dc.subjectstress analysis
dc.subjectstress field
dc.subjecttriaxial test
dc.subjectvoid ratio
dc.titleCharacterization of liquefaction susceptibility of sands by means of extreme void ratios and/or void ratio rangeen_US
dc.typeArticleen_US

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