Effect of cement grain size on the geotechnical properties of stabilized clay

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dc.authorid0000-0001-7206-0158en_US
dc.contributor.authorMollamahmutoglu, M.
dc.contributor.authorAvcı, Eyübhan
dc.date.accessioned2021-03-20T20:12:25Z
dc.date.available2021-03-20T20:12:25Z
dc.date.issued2019
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn this study, some geotechnical properties of Microfine Portland Cement (MPC) and Portland Cement (PC) stabilized High Plasticity Clayey Soil (HPCS) samples were investigated. The results showed that liquid limit, permeability, swelling potential, and compressibility of HPCS were reduced, and HPCS's plastic limit and Unconfined Compressive Strength (UCS) were increased by both MPC and PC stabilizations. Besides, liquid limit, permeability, swelling potential, and compressibility of HPCS were further reduced by MPC. Although dry UCS of MPC stabilized HPCS sample was almost the same as that of PC stabilized HPCS sample, the plastic limit and wet cured UCS of MPC stabilized HPCS sample were higher than those of wet cured UCS of PC stabilized HPCS sample. In general, as the size of cement particles becomes finer, the stabilization of HPCS becomes more effective. (C) 2019 Sharif University of Technology. All rights reserved.en_US
dc.identifier.doi10.24200/sci.2018.5237.1158en_US
dc.identifier.endpage3206en_US
dc.identifier.issn1026-3098
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage3196en_US
dc.identifier.urihttp://doi.org/10.24200/sci.2018.5237.1158
dc.identifier.urihttps://hdl.handle.net/20.500.12885/550
dc.identifier.volume26en_US
dc.identifier.wosWOS:000503871100012en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorAvcı, Eyübhan
dc.language.isoenen_US
dc.publisherSharif Univ Technologyen_US
dc.relation.ispartofScientia Iranicaen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectClay stabilizationen_US
dc.subjectCement typeen_US
dc.subjectStrengthen_US
dc.subjectPermeabilityen_US
dc.subjectCompressibilityen_US
dc.subjectSwellingen_US
dc.titleEffect of cement grain size on the geotechnical properties of stabilized clayen_US
dc.typeArticleen_US

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