Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material

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dc.contributor.authorCetin, Hasan
dc.contributor.authorFener, Mustafa
dc.contributor.authorGunaydin, Osman
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2006
dc.departmentNiğde ÖHÜ
dc.description.abstractGeotechnical properties of pure fine and coarse grained tire-chips and their mixtures (10, 20, 30, 40 and 50%) with a cohesive clayey soil were investigated through a series of soil mechanical tests in order to investigate possibilities of their usage as a lightweight fill material. Grain size and Atterberg limits analysis, permeability, direct shear and compaction tests were performed on the clayey soil, tire chips (both fine and coarse) alone and their mixtures. The results indicate that the use of used tire-chips mixed with clayey soils as a fill material is possible. The mixtures up to 20% coarse grained tire-chips and 30% fine grained tire-chips can be used above ground water tables where low weight, low permeability and high strength are needed in fills such as highway embankments, bridge abutments and backfills behind retaining structures especially when they are to be built on weak foundation soils with low bearing capacity and high settlement problems. They should not be used where drainage is needed to prevent the development of pore pressures during loading of fills under saturated conditions. In these cases, they may, however, be used by mixing with high permeability material such as sand and gravel. (c) 2006 Elsevier B.V. All rights reserved.
dc.identifier.doi10.1016/j.enggeo.2006.09.002
dc.identifier.endpage120
dc.identifier.issn0013-7952
dc.identifier.issue45323
dc.identifier.scopus2-s2.0-33750856542
dc.identifier.scopusqualityQ1
dc.identifier.startpage110
dc.identifier.urihttps://dx.doi.org/10.1016/j.enggeo.2006.09.002
dc.identifier.urihttps://hdl.handle.net/11480/5468
dc.identifier.volume88
dc.identifier.wosWOS:000242774100007
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthor[0-Belirlenecek]
dc.language.isoen
dc.publisherELSEVIER SCIENCE BV
dc.relation.ispartofENGINEERING GEOLOGY
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectrubber tire-chips
dc.subjectclayey soil
dc.subjectlightweight fill
dc.subjectembankment
dc.subjectabutments
dc.subjectbackfills
dc.titleGeotechnical properties of tire-cohesive clayey soil mixtures as a fill material
dc.typeArticle

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