Show simple item record

dc.contributor.authorBinal, Adil
dc.contributor.authorBas, Bertan
dc.contributor.authorKaramut, Orkun Rustu
dc.date.accessioned2019-12-13T10:33:18Z
dc.date.available2019-12-13T10:33:18Z
dc.date.issued2016
dc.identifier.issn1877-7058
dc.identifier.urihttps://doi.org/10.1016/j.proeng.2016.08.577
dc.identifier.urihttp://hdl.handle.net/11655/18891
dc.description.abstractTurkey's plants are fired by lignite, producing class C fly ash containing a high percentage of lime. Sulphate and alkali levels are also higher in class C fly ashes. Therefore, fly ash is, commonly, unsuitable as an additive in cement or concrete in Turkey. In this study, highly alkaline fly ash obtained from the Yenikoy thermal power plants is combined with soil samples in different proportions (5%, 15%, and 25%) and changes in the geomechanical properties of Ankara clay were investigated. The effect of curing time on the physical-mechanical properties of the fly ash mixed soil samples was also analyzed. Free swelling index values showed a decrease of 92.6%. The California bearing ratio has seen a more drastic increase in value (68.7 times for 25% fly ash mix). (C) 2016 The Authors. Published by Elsevier Ltd.
dc.language.isoen
dc.publisherElsevier Science Bv
dc.relation.isversionof10.1016/j.proeng.2016.08.577
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.titleImprovement Of The Strength Of Ankara Clay With Self-Cementing High Alkaline Fly Ash
dc.typeinfo:eu-repo/semantics/conferenceObject
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.relation.journalWorld Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2016, Wmcaus 2016
dc.contributor.departmentJeoloji Mühendisliği
dc.identifier.volume161
dc.identifier.startpage374
dc.identifier.endpage379
dc.indexingWoS
dc.indexingScopus


Files in this item

This item appears in the following Collection(s)

Show simple item record