Advance treatment by nanographite for Portland pulverised fly ash cement (the class F) systems

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dc.authorid/0000-0002-6941-5736
dc.authorwosidKIRGIZ, Mehmet S./D-4930-2012
dc.authorwosid/J-2053-2013
dc.contributor.authorKirgiz, Mehmet S.
dc.date.accessioned2024-06-12T11:08:59Z
dc.date.available2024-06-12T11:08:59Z
dc.date.issued2015
dc.departmentTrakya Üniversitesien_US
dc.description.abstractThis is a full article that overcomes such some negative side effects as rapid coagulation and reduced early strength in class F fly ash-substituted cement (FFA-SC) by serving nano graphite particle (nG). This study uses class F fly ash (FFA), nG, and ASTM type I cement as constituent materials to prepare proper pulverized fly ash Portland cement combinations (35% FFA + 65% ASTM I + 1.1% nG i.e.). Pastes include lime and/or lime + nG, and tap water to examine ups and downs in Ca(OH)(2) content. Mortars also contain these prepared cements, tap water and/or tap water + super plasticizer (SP), and mortar sand in order to measure fluidity, flexural strength, and compressive strength according to present standard methods. Results indicate for FFA-SC system that the nano graphite particle increases the reduced early strength gain at early age, and the SP reduces the rapid coagulation. The use of nG also shows to be favorable in terms of the Ca(OH)(2) content, the fluidity and the flexural strength gain, and compressive strength gain in FFA-SC system when compared to the pure Portland cement with and without nano graphite particle. (C) 2015 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.compositesb.2015.08.003
dc.identifier.endpage71en_US
dc.identifier.issn1359-8368
dc.identifier.issn1879-1069
dc.identifier.scopus2-s2.0-84940062504en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage59en_US
dc.identifier.urihttps://doi.org/10.1016/j.compositesb.2015.08.003
dc.identifier.urihttps://hdl.handle.net/20.500.14551/22641
dc.identifier.volume82en_US
dc.identifier.wosWOS:000362307800007en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofComposites Part B-Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectNano-Structuresen_US
dc.subjectRecyclingen_US
dc.subjectMechanical Propertiesen_US
dc.subjectPhysical Propertiesen_US
dc.subjectPortland Pulverised Fly Ash Cementen_US
dc.subjectNano-Silica Agglomerationen_US
dc.subjectMechanical-Propertiesen_US
dc.subjectColloidal Nanosio(2)en_US
dc.subjectLimestone Filleren_US
dc.subjectFresh-Stateen_US
dc.subjectNano-Sio2en_US
dc.subjectHydrationen_US
dc.subjectConcreteen_US
dc.subjectNano-Caco3en_US
dc.subjectMortaren_US
dc.titleAdvance treatment by nanographite for Portland pulverised fly ash cement (the class F) systemsen_US
dc.typeArticleen_US

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