Effect of freezing and thawing on strength and permeability of lime-stabilized clays

Basit Öğe Kaydı
dc.contributor.authorYildiz, M.
dc.contributor.authorSoganci, A. S.
dc.date.accessioned2020-03-26T18:25:00Z
dc.date.available2020-03-26T18:25:00Z
dc.date.issued2012
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn this study, the effect of freezing and thawing on the strength and permeability of two clayey soils (high and low plasticity), which had been stabilized with lime, were investigated. Before and after stabilization, the permeability and strength of the specimens were determined with various freeze-thaw cycles. Results of this study indicated that for both clays, 6% lime addition increased the hydraulic conductivity of the specimens 1000 times. However, the hydraulic conductivity of clay with 6% lime increased 10-20 times after only 3 freeze-thaw cycles. The results of strength tests exhibited different trends. The strength of stabilized high plasticity clay increased approximately 15 times at the end of 28 day curing, whereas the strength of stabilized low plasticity clay increased about 3 times only. The strength of both stabilized clays decreased 10-15% at the end of the freeze-thaw cycles. (C) 2012 Sharif University of Technology. Production and hosting by Elsevier B.V. All rights reserved.en_US
dc.identifier.doi10.1016/j.scient.2012.06.003en_US
dc.identifier.endpage1017en_US
dc.identifier.issn1026-3098en_US
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage1013en_US
dc.identifier.urihttps://dx.doi.org/10.1016/j.scient.2012.06.003
dc.identifier.urihttps://hdl.handle.net/20.500.12395/27942
dc.identifier.volume19en_US
dc.identifier.wosWOS:000311165800007en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
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/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectFreeze-Thawen_US
dc.subjectLime stabilizationen_US
dc.subjectClay soilsen_US
dc.subjectUnconfined compression testen_US
dc.subjectPermeabilityen_US
dc.titleEffect of freezing and thawing on strength and permeability of lime-stabilized claysen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu