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Publicação:
Influence of Sugar Cane Straw Ash in Mechanical and Microstructural Characteristics of Alkali-Activated Materials Based on Red Clay Brick Waste

dc.contributor.authorBittencourt Batista, João Pedro [UNESP]
dc.contributor.authorBassan De Moraes, Maria Júlia
dc.contributor.authorMitsuuchi Tashima, Mauro [UNESP]
dc.contributor.authorAkasaki, Jorge Luís [UNESP]
dc.contributor.authorPayá, Jordi
dc.contributor.authorBassan De Moraes, João Claudio
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionUniversitat Politècnica de València
dc.contributor.institutionInstituto Tecnológico de Aeronáutica
dc.date.accessioned2023-07-29T16:04:59Z
dc.date.available2023-07-29T16:04:59Z
dc.date.issued2023-04-01
dc.description.abstractThe present paper aims to assess the feasibility of using two wastes, sugar cane straw ash (SCSA) and red clay brick waste (RCBW), in the production of a new sustainable binder for alkali-activated materials (AAM). The RCBW/SCSA mass proportions assessed were 100/0, 87.5/12.5, 75/25, 62.5/37.5, and 50/50. The activating solution was composed of NaOH and sodium silicate with a Na+ concentration of 8.3 mol.kg-1 and a SiO2/Na2O molar ratio of 1.3. Moreover, 5 wt.% of calcium hydroxide was added. Compressive strength, the volume of permeable pore space, water absorption of mortars, Fourier transform infrared spectroscopy, X-ray diffraction, thermogravimetric analysis, and scanning electron microscopy with energy-dispersive X-ray spectroscopy of pastes were carried out in this study. Tests were carried out at 3, 7, and 28 days of curing at 25°C and 1 and 3 days at 65°C. Results showed that the mortars produced with RCBW/SCSA mass proportion of 50/50 presented an increase of 50% in compressive strength compared to samples with only RCBW (100/0) after 28 days of curing at 25°C (39.2 and 26.2 MPa, respectively). Moreover, the presence of SCSA content increases pore refinement and reduces water absorption. Studies on pastes showed that the SCSA favored the formation of N-A-S-H gels with higher silicon content and denser microstructure than the sample with only RCBW. Therefore, it can be concluded that the SCSA can be employed with RCBW in AAM to improve its mechanical properties and generate a denser structure.en
dc.description.affiliationGrupo de Pesquisa MAC-Materiais Alternativos de Construção Faculdade de Engenharia de Ilha Solteira Universidade Estadual Paulista, Campus de Ilha Solteira, Alameda Bahia, 550, Ilha Solteira
dc.description.affiliationFaculdade de Zootecnia e Engenharia de Alimentos Universidade de São Paulo, R. Duque de Caxias, 225, Pirassununga
dc.description.affiliationGiquima Group-Grupo de Investigacion en Quimica de Los Materiales de Construccion Instituto de Ciencia y Tecnología Del Hormigón Universitat Politècnica de València, Camino de Vera, s/n, 4N
dc.description.affiliationCivil Engineering Division Instituto Tecnológico de Aeronáutica, Praça Marechal Eduardo Gomes, 50, São José dos Campos
dc.description.affiliationUnespGrupo de Pesquisa MAC-Materiais Alternativos de Construção Faculdade de Engenharia de Ilha Solteira Universidade Estadual Paulista, Campus de Ilha Solteira, Alameda Bahia, 550, Ilha Solteira
dc.identifierhttp://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0004698
dc.identifier.citationJournal of Materials in Civil Engineering, v. 35, n. 4, 2023.
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0004698
dc.identifier.issn1943-5533
dc.identifier.issn0899-1561
dc.identifier.scopus2-s2.0-85147325242
dc.identifier.urihttp://hdl.handle.net/11449/249630
dc.language.isoeng
dc.relation.ispartofJournal of Materials in Civil Engineering
dc.sourceScopus
dc.subjectAlkali activation
dc.subjectHardened properties
dc.subjectMicrostructural analysis
dc.subjectValorization of wastes
dc.titleInfluence of Sugar Cane Straw Ash in Mechanical and Microstructural Characteristics of Alkali-Activated Materials Based on Red Clay Brick Wasteen
dc.typeArtigo
dspace.entity.typePublication
unesp.author.orcid0000-0002-7554-1755[2]
unesp.author.orcid0000-0001-5432-608X 0000-0001-5432-608X[6]
unesp.departmentEngenharia Civil - FEISpt

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