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dc.contributor.authorKoohestani, Babak
dc.contributor.authorMokhtari, Pozhhan
dc.contributor.authorYılmaz, Erol
dc.contributor.authorMahdipour, Forough
dc.contributor.authorDarban, Ahmad Khodadadi
dc.date.accessioned2020-12-19T20:18:29Z
dc.date.available2020-12-19T20:18:29Z
dc.date.issued2021
dc.identifier.citationKoohestani, B., Mokhtari, P., Yilmaz, E., Mahdipour, F. &. Darban, A.K. (2021). Geopolymerization mechanism of binder-free mine tailings by sodium silicate. Construction and Building Materials, 268, 121217. https://doi.org/10.1016/j.conbuildmat.2020.121217en_US
dc.identifier.issn0950-0618
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2020.121217
dc.identifier.urihttps://hdl.handle.net/11436/4523
dc.description.abstractThe geopolymerization of solid substances rich in calcium and aluminum including mine tailings by sodium silicate is mainly believed to be under the influence of alkali activation. However, mine tailings’ relative neutral condition can decrease sodium silicate's overall alkalinity to an unfavorable condition for alkaline reactivity. The decreased sodium silicate's alkalinity initiates the silica gel's precipitation leading to the overall mine tailings’ geopolymerization. This makes sodium silicate as an alternative binder similar to Portland cement in cemented paste backfill. Any changes in mine tailings’ chemical state can accelerate or decelerate geopolymerization bringing inadequate knowledge about strength development. Thus, mine tailings’ geopolymerization by sodium silicate was investigated at different pH values and compared with cementation by Portland cement. It was found that the elevation in sodium silicate content decreases the acidification influence of mine tailings and postpones the strength development. The setting time of geopolymerised and cemented mine tailings were comparable, but pre-acidification of sodium silicate considerably accelerated the geopolymerization process. This made sodium silicate more advantageous over Portland cement because of manageable curing behavior and strength development. The obtained experimental results were discussed through several mechanical, rheological, microstructural, mineralogical, and chemical tests and analyses. © 2020 Elsevier Ltden_US
dc.description.sponsorshipIran National Science Foundation Tarbiat Modares Universityen_US
dc.description.sponsorshipThis study was accomplished through a collaboration between Tarbiat Modares, Sabanci, and Recep Tayyip Erdogan universities funded through a research grant (NO:96016805, 2018) awarded by Iran National Science Foundation (INSF).en_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCuringen_US
dc.subjectGeopolymeren_US
dc.subjectPortland cementen_US
dc.subjectSodium silicateen_US
dc.subjectStrength developmenten_US
dc.subjectTailings, pHen_US
dc.titleGeopolymerization mechanism of binder-free mine tailings by sodium silicateen_US
dc.typearticleen_US
dc.contributor.departmentRTEÜ, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.contributor.institutionauthorYılmaz, Erol
dc.identifier.doi10.1016/j.conbuildmat.2020.121217
dc.relation.journalConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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