USAGE OF BAYBURT STONE IN ROAD INFRASTRUCTURES AS A IMPROVEMENT MATERIAL

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dc.contributor.authorKamiloglu, Hakan Alper
dc.contributor.authorYurdagul, Erman
dc.contributor.authorTekin, Ilker
dc.date.accessioned2024-10-04T18:54:07Z
dc.date.available2024-10-04T18:54:07Z
dc.date.issued2012
dc.departmentBayburt Üniversitesien_US
dc.description1st International Conference on Traffic and Transport Engineering (ICTTE) -- NOV 29-30, 2012 -- Belgrade, SERBIAen_US
dc.description.abstractSubgrade is one of the most important factor which affects the operating time of highways. Subgrade of highways which are a part of freight transportation network exposes to more pressure. Therefore, stabilization of subgrades becomes more important for these highways. Usage of sustainable and eco friendly resources produce economic and effective solutions for stabilization of highways. BS can be a good example of the solution which are mined in Bayburt city, the north-east of Turkey. Bayburt Stone (BS) is Eocene age and consist of zeolite minerals. Because of containing high value of amorphous silica, tuffic Bayburt stones have pozzolanic activity. Therefore, the stones have binding characteristics when they mix in lime. In this study, It is intended to show that BS waste which obtained from the stone quarries during the stone processing, can be used as a stabilizing material in subbase layers of highways. Within the scope of the study lime and lime - BS mixtures were used to improve clayey subbase layers. In the experimental studies, different amount of 0.2-80 mu m diameter BS and lime mixtures were used and improvement results of lime, lime - BS mixtures were compared. The obtained stabilization materials were tested for clayey soils. In this context nonconfined compression test, shear box, XRD, XRF and Particle Sizer tests, standard compaction and soil classification tests (Liquid-Plastic Limit Test, Sieve Analysis, Hydrometer Analysis) were performed. As a result of study it was observe that the strength of samples which obtained from lime-BS increased remarkably and it's possible to make compaction with lower compaction energies.en_US
dc.description.sponsorshipSci Res Ctr Ltd,Int Journal Traff & Transport Engn,Kirilo Sav Inst,S E Europe Transport Observ,Univ Belgrade, Fac Mech Engn, Innovat Ctren_US
dc.identifier.endpage444en_US
dc.identifier.isbn978-86-916153-0-7
dc.identifier.startpage439en_US
dc.identifier.urihttp://hdl.handle.net/20.500.12403/3868
dc.identifier.wosWOS:000327948300050en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherScientific Research Center Ltd Belgradeen_US
dc.relation.ispartofProceedings of International Conference On Traffic and Transport Engineering (Ictte)en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectStabilizationen_US
dc.subjectBayburt Stoneen_US
dc.subjectLime Stabilizationen_US
dc.titleUSAGE OF BAYBURT STONE IN ROAD INFRASTRUCTURES AS A IMPROVEMENT MATERIALen_US
dc.typeConference Objecten_US

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