Volume change control of high plasticity clay by the stabilization of fine-grained cements

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dc.contributor.authorMollamahmutoğlu, Murat
dc.contributor.authorAvcı, Eyübhan
dc.contributor.authorErdem, Altan
dc.date.accessioned2019-05-13T09:07:57Z
dc.date.available2019-05-13T09:07:57Z
dc.date.issued2017
dc.departmentHitit Üniversitesi, Teknik Bilimler Meslek Yüksekokulu, İnşaat Bölümü
dc.descriptionProceedings of the 2nd World Congress on Civil, Structural, and Environmental Engineering, CSEE 2017, 2 April 2017 through 4 April 2017,
dc.description.abstractThis paper presents the swelling potential and compressibility of high plasticity clayey soil stabilized with slag-based superfine cement (SSC), Portland-based microfine cement (PMC) and ordinary Portland cement (OPC). The swelling potential of high plasticity clayey soil is significantly reduced by PMC, SSC and OPC stabilizations. Increase in the contents of PMC, SSC and OPC further reduces the swelling potential of high plasticity clayey soil. While the most influential one among the stabilizers used in reducing the swelling potential of high plasticity clayey soil is PMC, SSC is the least effective one. The compressibility of high plasticity clayey soil is reduced ten, eleven and six times by OPC, PMC and SSC stabilizations respectively. Increase in OPC, PMC and SSC contents slightly decreases the compressibility of high plasticity clayey soil. The compressibility of SSC stabilized high plasticity clayey soil is slightly higher than those of OPC and PMC stabilized specimens. SSC stabilization is found to be the least effective one in reducing the compressibility of high plasticity clayey soil. In general, PMC stabilization is more effective than both SSC and OPC stabilizations in reducing both compressibility and swelling potential characteristics of high plasticity clayey soil. © Avestia Publishing, 2017.
dc.identifier.citationMolamahmutoğlu, M., Avcı, E., Erdem, A. (2017). Volume change control of high plasticity clay by the stabilization of fine-grained cements. World Congress on Civil, Structural, and Environmental Engineering.
dc.identifier.doi10.11159/icgre17.178
dc.identifier.isbn9781927877296
dc.identifier.issn2371-5294
dc.identifier.scopusqualityQ4
dc.identifier.urihttps://doi.org/10.11159/icgre17.178
dc.identifier.urihttps://hdl.handle.net/11491/1907
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherAvestia Publishing
dc.relation.ispartofWorld Congress on Civil, Structural, and Environmental Engineering
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectCement Typesen_US
dc.subjectClay Stabilizationen_US
dc.subjectCompressibilityen_US
dc.subjectSwellingen_US
dc.titleVolume change control of high plasticity clay by the stabilization of fine-grained cements
dc.typeConference Object

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