Soil stabilization with using waste materials against freezing thawing effect

BildiriAçık ErişimScopus SJRQ3
  • SDG 12 · Sorumlu Üretim ve Tüketim

Özet

Freezing-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.

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/bayburt/12307Resmi atıflarda kullanılan kalıcı adres
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Atıflar
Scopus
25
WoS
23
OpenAlex
28
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Tam Kayıt
AlanDeğerDil
dc.contributor.authorYilmaz, F.
dc.contributor.authorKamiloʇlu, H.A.
dc.contributor.authorŞadoʇlu, E.
dc.date.accessioned2026-10-29T19:09:25.539732934Z
dc.date.available2026-10-29T19:09:25.539732934Z
dc.date.issued2015
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.
dc.identifier.doi10.12693/aphyspola.128.b-392
dc.identifier.eissn1898-794X
dc.identifier.endpage394
dc.identifier.issn0587-4246
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84947774679
dc.identifier.startpage392
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/bayburt/12307
dc.identifier.volume128
dc.identifier.wosWOS:000363011700116
dc.language.isoen
dc.publisherPolska Akademia Nauk
dc.relation.conferenceInternational Conference on Computational and Experimental Science and Engineering (ICCESEN)
dc.relation.ispartofActa Physica Polonica A
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subject.classificationPhysics, Multidisciplinary
dc.subject.classificationPhysics
dc.subject.otherAdditives
dc.subject.otherCompressive strength
dc.subject.otherFreezing
dc.subject.otherLime
dc.subject.otherLosses
dc.subject.otherMixtures
dc.subject.otherSoil mechanics
dc.subject.otherSoil surveys
dc.subject.otherSoils
dc.subject.otherStabilization
dc.subject.otherAdditive materials
dc.subject.otherFreezing thawing cycles
dc.subject.otherFreezing-thawing
dc.subject.otherProved reserves
dc.subject.otherSoil stabilization
dc.subject.otherStabilized soils
dc.subject.otherStabilizing materials
dc.subject.otherStone processing
dc.subject.otherThawing
dc.titleSoil stabilization with using waste materials against freezing thawing effect
dc.typeConference Object
rdl.citation.openalex28
rdl.citation.scopus25
rdl.citation.wos23
rdl.conference.dateOCT 25-29, 2014
rdl.conference.placeAntalya, TURKEY
rdl.oa.statusgold
rdl.oa.urlhttps://doi.org/10.12693/aphyspola.128.b-392
rdl.scopus.quartileQ3
rdl.sdgSDG12
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)
rdl.wos.indexConference Proceedings Citation Index - Science (CPCI-S)