Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/5236
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dc.contributor.authorBeskopylny, A.N.-
dc.contributor.authorStel'makh, S.A.-
dc.contributor.authorShcherban', E.M.-
dc.contributor.authorMailyan, L.R.-
dc.contributor.authorMeskhi, B.-
dc.contributor.authorChernil'nik, A.-
dc.contributor.authorEl'shaeva, D.-
dc.date.accessioned2024-03-16T09:49:33Z-
dc.date.available2024-03-16T09:49:33Z-
dc.date.issued2024-
dc.identifier.issn2214-5095-
dc.identifier.urihttps://doi.org/10.1016/j.cscm.2024.e02917-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/5236-
dc.description.abstractThe development and improvement of cementless concrete, including by use of various types of refuse, is especially important due to their economic and environmental efficiency. Sulfur as a refuse of the oil and gas industry can act as the production of a binder of a new environmentally friendly building material - sulfur concrete (SC). The purpose of the study was to improve effective designs of SC containing refuse from the oil and gas and stone processing industries, and to analyze their rheological and physical and mechanical appearances. Methods of laboratory testing of SC samples, as well as microscopic analysis of its structure, were applied. SC with the best values of compressive strength (CS) and water occlusion has the following formula according to the content of the main components: sulfur - 20% of the mass; stone flour - 10% of the mass; crushed stone - 40% of the mass; sand - 30% of the mass; bitumen modifying additive - 6% by weight of sulfur. The mobility of these combinations is enhanced by up to 2.2 times by adding a bitumen addition to SC formulations. Compared with the control design, the optimal design of modified SC presented an enhancement in CS up to 105% and a reduction in water occlusion up to 70%. The structure of samples of SC of the optimal design does not have shrinkage cavities and pronounced phase boundaries, in contrast to the SC of the control design. © 2024 The Authorsen_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofCase Studies in Construction Materialsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBitumenen_US
dc.subjectConcreteen_US
dc.subjectRefuseen_US
dc.subjectStone flouren_US
dc.subjectSulfuren_US
dc.subjectBituminous materialsen_US
dc.subjectCompressive strengthen_US
dc.subjectConcrete mixturesen_US
dc.subjectGas industryen_US
dc.subjectOptimal systemsen_US
dc.subjectStructural optimizationen_US
dc.subjectWell testingen_US
dc.subjectBitumenen_US
dc.subjectCementlessen_US
dc.subjectConcreteen_US
dc.subjectControl designen_US
dc.subjectEconomic efficiencyen_US
dc.subjectOptimal designen_US
dc.subjectRefuseen_US
dc.subjectStone flouren_US
dc.subjectStructure formationsen_US
dc.subjectStructure propertyen_US
dc.subjectSulfuren_US
dc.titleStructure formation, rheology and properties of sulfur concrete mixtures and sulfur concrete modified with bitumen and stone flouren_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.cscm.2024.e02917-
dc.identifier.scopus2-s2.0-85185493920en_US
dc.departmentKTÜNen_US
dc.identifier.volume20en_US
dc.identifier.wosWOS:001178992400001en_US
dc.institutionauthorBeskopylny, A.N.-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57212303470-
dc.authorscopusid57347334300-
dc.authorscopusid57197730793-
dc.authorscopusid57192662909-
dc.authorscopusid55880016900-
dc.authorscopusid58524596300-
dc.authorscopusid58896492800-
item.fulltextNo Fulltext-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.languageiso639-1en-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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