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dc.creatorVukićević, Mirjana
dc.creatorMaraš-Dragojević, Snežana
dc.creatorJocković, Sanja
dc.creatorMarjanović, M.
dc.creatorPujević, Veljko
dc.date.accessioned2019-04-19T14:20:46Z
dc.date.available2019-04-19T14:20:46Z
dc.date.issued2013
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/550
dc.description.abstractThis paper presents the results of laboratory research of fly-ash soil stabilization. Tests were conducted on mixtures with two types of fine-grained soils and fly ash sampled in Serbian electric power plant Kolubara. Used types of soils are low plasticity silty clay and very expansive, medium to high plasticity clay. Effects of fly ash on physical and mechanical properties of soil (grain size distribution, Atterberg limits, unconfined compression strength, moisture-density relationship, swell potential, CBR) were evaluated. Test mixtures were prepared at optimum water content from standard Proctor compaction test. Results of the research indicate that fly ash can effectively improve some engineering properties of soil.en
dc.publisherPresses des Ponts, Paris
dc.relationResearch project funded by Electric Power Industry of Serbia.
dc.rightsrestrictedAccess
dc.source18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics
dc.subjectFine-grained soilen
dc.subjectFly ashen
dc.subjectSoil stabilizationen
dc.titleResearch results of fine-grained soil stabilization using fly ash from Serbian electric power plantsen
dc.typeconferenceObject
dc.rights.licenseARR
dc.citation.epage3270
dc.citation.other4: 3267-3270
dc.citation.spage3267
dc.citation.volume4
dc.identifier.rcubconv_2201
dc.identifier.scopus2-s2.0-84944078369
dc.type.versionpublishedVersion


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