Transition fines contents of sand-clay mixtures under one dimensional compression

dc.contributor.authorCabalar A.F.
dc.contributor.authorAkbulut N.
dc.contributor.authorIsik H.
dc.date.accessioned2020-02-16T17:07:52Z
dc.date.available2020-02-16T17:07:52Z
dc.date.issued2015
dc.departmentHKÜ, 0- Bölüm Yoken_US
dc.descriptionInternational Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014 -- 1 September 2014 through 3 September 2014 -- Cambridge -- 107381en_US
dc.description.abstractSand-clay mixtures can be considered as a composite matrix of coarser and finer grains. Nature of the interaction between sand and clay grains can be demonstrated using intergranular void ratio (es), and transition fines content (FCt). The common aspect of the intergranular void ratio equations is based on the determination of an empirical relationship between es and effective stresses (??), Fines Content (FC), and void ratio (e). However, there is a lack of theoretical basis for determining consistent es and FCt values. This paper presents an investigation conducted to relate the different shapes (rounded, angular) of 1.18 mm-2.0mm sands with clay to compressional behaviour. Oedometer tests performed during this investigation indicate that the sand with lower Roundness (R) and Sphericity (S) values exhibit a higher FCt. © 2015 Taylor & Francis Group.en_US
dc.identifier.citationCabalar, A., Akbulut, N., & Isik, H. (August 26, 2014). Transition fines contents of sand-clay mixtures under one dimensional compression. 1311-1316.
dc.identifier.endpage1316en_US
dc.identifier.isbn9781138027077
dc.identifier.scopus2-s2.0-84907364717
dc.identifier.scopusqualityN/A
dc.identifier.startpage1311en_US
dc.identifier.urihttps://hdl.handle.net/20.500.11782/1481
dc.identifier.volume2en_US
dc.identifier.wosN/A
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTaylor and Francis - Balkemaen_US
dc.relation.ispartofGeomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titleTransition fines contents of sand-clay mixtures under one dimensional compression
dc.typeConference Object

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