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Improving the reactivity of a former ground sugarcane bagasse ash produced by autogenous combustion through employment of two different additional grinding procedures

dc.contributor.authorMoraes, J. C.B.
dc.contributor.authorCordeiro, G. C.
dc.contributor.authorAkasaki, J. L. [UNESP]
dc.contributor.authorVieira, A. P.
dc.contributor.authorPayá, J.
dc.contributor.institutionInstituto Tecnológico de Aeronáutica (ITA)
dc.contributor.institutionUniversidade Estadual do Norte Fluminense Darcy Ribeiro (UENF)
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal do Rio de Janeiro (UFRJ)
dc.contributor.institutionUniversitat Politècnica de València
dc.date.accessioned2021-06-25T10:17:28Z
dc.date.available2021-06-25T10:17:28Z
dc.date.issued2021-02-08
dc.description.abstractStudies on reactivity of sugarcane bagasse ash (SCBA), obtained by an autogenous combustion process, with low loss on ignition and three different particle sizes were carried out (SCBA-1, SCBA-2 and SCBA-3). The ashes were characterized by their particle size distribution, chemical composition, X-ray diffraction (XRD), thermogravimetric analysis (TGA) and field emission scanning electron microscopy (FESEM). The ash with lowest particle size was SCBA-3, followed by SCBA-2, which both were finer than SCBA-1. Calcium hydroxide/SCBA blends were assessed by means of loss of electrical conductivity (Lc), TGA and FESEM. Portland cement/SCBA pastes were analyzed through isothermal calorimetry, TGA, FESEM and compressive strength. Results showed that SCBA with lowest particle size (SCBA-3) presented highest reactivity, which resulted in statically significant better compressive strength than that of control paste (with only Portland cement) after 28 days of curing. The improvement on compressive strength by employing SCBA-3 respect to control and SCBA-1 were 17.9 and 14.1%, respectively, after 180 days of curing.en
dc.description.affiliationCivil Engineering Division Instituto Tecnológico de Aeronáutica (ITA)
dc.description.affiliationLaboratory of Civil Engineering Universidade Estadual do Norte Fluminense Darcy Ribeiro (UENF)
dc.description.affiliationMAC Grupo de Pesquisa em Materiais Alternativos de Construção Faculdade de Engenharia de Ilha Solteira Universidade Estadual Paulista (UNESP)
dc.description.affiliationDepartment of Civil Engineering Universidade Federal do Rio de Janeiro (COPPE/UFRJ)
dc.description.affiliationGIQUIMA Group Grupo de Investigación en Química de los Materiales de Construcción ICITECH Instituto de Ciencia y Tecnología del Hormigón Universitat Politècnica de València
dc.description.affiliationUnespMAC Grupo de Pesquisa em Materiais Alternativos de Construção Faculdade de Engenharia de Ilha Solteira Universidade Estadual Paulista (UNESP)
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado do Rio de Janeiro (FAPERJ)
dc.identifierhttp://dx.doi.org/10.1016/j.conbuildmat.2020.121471
dc.identifier.citationConstruction and Building Materials, v. 270.
dc.identifier.doi10.1016/j.conbuildmat.2020.121471
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85097099700
dc.identifier.urihttp://hdl.handle.net/11449/205563
dc.language.isoeng
dc.relation.ispartofConstruction and Building Materials
dc.sourceScopus
dc.subjectCalcium hydroxide/pozzolan paste
dc.subjectCompressive strength test
dc.subjectMicrostructural study
dc.subjectPortland cement/pozzolan paste
dc.subjectPozzolan characterization
dc.titleImproving the reactivity of a former ground sugarcane bagasse ash produced by autogenous combustion through employment of two different additional grinding proceduresen
dc.typeArtigopt
dspace.entity.typePublication
unesp.campusUniversidade Estadual Paulista (UNESP), Faculdade de Engenharia, Ilha Solteirapt

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