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dc.contributor.authorDomanskaya, I. K.en
dc.contributor.authorYekimovskaya, A.en
dc.date.accessioned2024-03-21T08:51:00Z-
dc.date.available2024-03-21T08:51:00Z-
dc.date.issued2019-
dc.identifier.citationDomanskaya I. K. Fly Ash-based Geopolymer Binders: Perspective Materials for Sustainable Building / I. K. Domanskaya, A. Yekimovskaya // IOP Conference Series: Materials Science and Engineering. — 2019. — Vol. 481. — Iss. 1. — 12049.en
dc.identifier.issn1757-8981-
dc.identifier.other67701id
dc.identifier.otherhttp://www.scopus.com/inward/record.url?partnerID=8YFLogxK&scp=85063794016m
dc.identifier.otherhttps://iopscience.iop.org/article/10.1088/1757-899X/481/1/012049/pdfpdf
dc.identifier.other1828d932-dfe9-41a4-9d1b-b2458f99e0a6pure_uuid
dc.identifier.urihttp://elar.urfu.ru/handle/10995/75419-
dc.description.abstractThe possibility of obtaining a geopolymer binder on the basis of fly ash of the Reft thermal power station and fine-grained concrete on its basis is investigated. It is shown that the chemical-mineral composition and properties of this fly ash allow it to be used as an aluminosilicate component without additional grinding and introduction of mineral additives. In this case, the alkaline activator is an industrial sodium liquid glass diluted to a density of 1200 kg/m3. The dependences of the strength of geopolymer binder and fine-grained concrete on its basis on the conditions of hardening, aggregate consumption and the sequence of mixing of components are established. Based on the fly-ash geopolimer and the screenings crushing granite dropout picked up the fine-grained concrete class B35. © 2019 Published under licence by IOP Publishing Ltd.en
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherInstitute of Physics Publishingen
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.rightscc-byother
dc.rightsgoldother
dc.sourceIOP Conference Series: Materials Science and Engineeringen
dc.subjectALKALINE ACTIVATORen
dc.subjectCONDITIONS OF HARDENINGen
dc.subjectFINE-GRAINED CONCRETEen
dc.subjectFLY ASHen
dc.subjectGEOPOLYMER BINDERen
dc.subjectSTRENGTHen
dc.subjectWATER RESISTANCEen
dc.subjectADDITIVESen
dc.subjectALKALINITYen
dc.subjectCONCRETE MIXINGen
dc.subjectCONCRETESen
dc.subjectCRITICAL INFRASTRUCTURESen
dc.subjectFLY ASHen
dc.subjectGEOPOLYMERSen
dc.subjectHARDENINGen
dc.subjectINORGANIC POLYMERSen
dc.subjectINTELLIGENT BUILDINGSen
dc.subjectPUBLIC WORKSen
dc.subjectSAFETY ENGINEERINGen
dc.subjectTHERMOELECTRIC POWER PLANTSen
dc.subjectALKALINE ACTIVATORSen
dc.subjectCONDITIONS OF HARDENINGen
dc.subjectFINE-GRAINED CONCRETESen
dc.subjectGEOPOLYMER BINDERSen
dc.subjectSTRENGTHen
dc.subjectWATER-RESISTANCESen
dc.subjectBINDERSen
dc.titleFly Ash-based Geopolymer Binders: Perspective Materials for Sustainable Buildingen
dc.typeConference Paperen
dc.typeinfo:eu-repo/semantics/conferenceObjecten
dc.typeinfo:eu-repo/semantics/publishedVersionen
dc.conference.name4th International Conference on Safety Problems of Civil Engineering Critical Infrastructures, Safety 2018en
dc.conference.date4 October 2018 through 5 October 2018-
dc.identifier.doi10.1088/1757-899X/481/1/012049-
dc.identifier.scopus85063794016-
local.affiliationDepartment of Building Materials, Ural Federal University, Mira Street 19, Ekaterinburg, 620002, Russian Federationen
local.contributor.employeeДоманская Ирина Кузьминичнаru
local.contributor.employeeЕкимовская Анна Владимировнаru
local.issue1-
local.volume481-
dc.identifier.wos000471072600049-
local.identifier.pure9304621-
local.description.order12049-
local.identifier.eid2-s2.0-85063794016-
local.identifier.wosWOS:000471072600049-
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