Soil stabilization with using waste materials against freezing thawing effect

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dc.authorid56970742200
dc.authorid56971599100
dc.authorid56971451800
dc.contributor.authorYilmaz F.
dc.contributor.authorKamilo?lu H.A.
dc.contributor.authorŞado?lu E.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:44:00Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:44:00Z
dc.date.issued2015
dc.departmentBayburt Üniversitesien_US
dc.description.abstractFreezing-thawing processes hapenning in seasonally cold climate cause deformation of soil in time of freezing and strength loss while thawing. Problems of ground frost heave and soil softening belong to the important factors, that could cause serious damage and financial loss. Bayburt tuff and tuffites known as Bayburt Stone mines, located around Bayburt, play important role on economy of the Bayburt city. As a result of researches in 2005 total of 2 535 700 tons proved reserve were determined several places in Bayburt. The goal of this study is proving, that deposits of Green Bayburt Stone wastes, created in the stone quarries during the stone processing, can be used as a stabilizing material. By recycling the waste material rejected stone was mixed with lime and used as a soil stabilizator against freezing-thawing effect. Prepared natural and stabilized soil samples were subjected to freezing-thawing cycles after curing for 28 days. After the freezing-thawing cycles, compressive strength of the samples was measured to investigate the influence of the additives on the freezing-thawing properties of soil samples. As a result of this study, it was determined that samples stabilized with Green Bayburt Stone mixtures have high freezing-thawing durability as compared to unstabilized samples. As a consequence, it was seen that those mixtures can be successfully used as an additive material to enhance the freezing-thawing effects of cohessive soils.en_US
dc.identifier.doi10.12693/APhysPolA.128.B-392
dc.identifier.endpage394
dc.identifier.issn0587-4246
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84947774679en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage392
dc.identifier.urihttps://dx.doi.org/10.12693/APhysPolA.128.B-392
dc.identifier.urihttps://hdl.handle.net/20.500.12403/744
dc.identifier.volume128
dc.identifier.wosWOS:000363011700116en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherPolish Academy of Sciences
dc.relation.ispartofActa Physica Polonica Aen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAdditives
dc.subjectCompressive strength
dc.subjectFreezing
dc.subjectLosses
dc.subjectMixtures
dc.subjectSoil mechanics
dc.subjectSoil surveys
dc.subjectSoils
dc.subjectStability
dc.subjectThawing
dc.subjectAdditive materials
dc.subjectFreezing thawing cycles
dc.subjectFreezing-thawing
dc.subjectProved reserves
dc.subjectSoil stabilization
dc.subjectStabilized soils
dc.subjectStabilizing materials
dc.subjectStone processing
dc.subjectStabilization
dc.subjectAdditives
dc.subjectCompressive strength
dc.subjectFreezing
dc.subjectLosses
dc.subjectMixtures
dc.subjectSoil mechanics
dc.subjectSoil surveys
dc.subjectSoils
dc.subjectStability
dc.subjectThawing
dc.subjectAdditive materials
dc.subjectFreezing thawing cycles
dc.subjectFreezing-thawing
dc.subjectProved reserves
dc.subjectSoil stabilization
dc.subjectStabilized soils
dc.subjectStabilizing materials
dc.subjectStone processing
dc.subjectStabilization
dc.titleSoil stabilization with using waste materials against freezing thawing effecten_US
dc.typeConference Objecten_US

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