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dc.creatorVukićević, Mirjana
dc.creatorPujević, Veljko
dc.creatorMarjanović, Miloš
dc.creatorJocković, Sanja
dc.creatorMaraš-Dragojević, Snežana
dc.date.accessioned2019-04-19T14:24:25Z
dc.date.available2019-04-19T14:24:25Z
dc.date.issued2015
dc.identifier.issn0350-2465
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/717
dc.description.abstractResults of laboratory research focusing on soil stabilization, using fly ash without activators, are presented in the paper. Two types of fine-grained soils were tested: low to medium plasticity clay and very expansive, medium to high plasticity clay. Soil-fly ash mixtures were prepared at optimum fly ash contents (15 and 20%). The effects of fly ash on the soil plasticity, moisture-density relationship, unconfined compressive strength, shear strength parameters, CBR (California Bearing Ratio) values, deformation parameters, and swell potential, were evaluated. Results obtained show that the use uf fly ash can significantly contribute to the improvement of soil properties.en
dc.publisherUnion of Croatian Civil Engineers and Technicians
dc.rightsopenAccess
dc.sourceGrađevinar
dc.subjectsoil stabilizationen
dc.subjectfly ashen
dc.subjectfine-grained soilen
dc.subjectshear strengthen
dc.subjectCBRen
dc.titleStabilization of fine-grained soils with fly ashen
dc.typearticle
dc.rights.licenseBY
dc.citation.epage770
dc.citation.issue8
dc.citation.other67(8): 761-770
dc.citation.rankM23
dc.citation.spage761
dc.citation.volume67
dc.identifier.doi10.14256/JCE.1281.2014
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs//bitstream/id/4114/715.pdf
dc.identifier.rcubconv_1762
dc.identifier.scopus2-s2.0-84944037760
dc.identifier.wos000362621800003
dc.type.versionpublishedVersion


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