Publicação: Self-compacting mortar with sugarcane bagasse ash: development of a sustainable alternative for Brazilian civil construction
dc.contributor.author | Molin Filho, Rafael Germano Dal | |
dc.contributor.author | Longhi, Daniel Angelo | |
dc.contributor.author | de Souza, Rodrigo Clemente Thom | |
dc.contributor.author | Ferrer, Mateus Meneghetti [UNESP] | |
dc.contributor.author | Vanderlei, Romel Dias | |
dc.contributor.author | Paraíso, Paulo Roberto | |
dc.contributor.author | Jorge, Luiz Mário De Matos | |
dc.contributor.institution | Federal University of Paraná | |
dc.contributor.institution | Universidade Estadual Paulista (Unesp) | |
dc.contributor.institution | State University of Maringá | |
dc.date.accessioned | 2018-12-11T16:52:19Z | |
dc.date.available | 2018-12-11T16:52:19Z | |
dc.date.issued | 2018-03-09 | |
dc.description.abstract | The technically controlled use of industrial residues in replacement of natural resources for the production of new products with comparable quality presents a great economic and sustainable contribution. In this sense, this work sought to develop self-compacting mortars with partial replacement of sand by sugarcane bagasse ash (SCBA) by a rheological study of the optimum dosage of superplasticizer to cement ratio. The self-compacting parameters were obtained by analyzing the relative flow area and relative flow time, adapting from mortar flow tests. Besides one sample composed only of sand as fine aggregate, the self-compacting mortars presented replacement rates of sand by sugarcane bagasse ash, in mass of 5, 10, 20, 25, 30 and 40%. The results demonstrated that it was possible to reduce up to 489 and 56 kg of sand and cement, respectively, to produce 1 m3 of self-compacting mortar with sugarcane bagasse ash considering the expressive replacement rate of 40% of sand by SCBA. | en |
dc.description.affiliation | Federal University of Paraná, Rua João Maximiano, 426, Vila Operária | |
dc.description.affiliation | Modeling and Molecular Simulations Group São Paulo State University UNESP | |
dc.description.affiliation | State University of Maringá, Avenida Colombo, 5.790, D – 90 | |
dc.description.affiliationUnesp | Modeling and Molecular Simulations Group São Paulo State University UNESP | |
dc.format.extent | 1-19 | |
dc.identifier | http://dx.doi.org/10.1007/s10668-018-0127-x | |
dc.identifier.citation | Environment, Development and Sustainability, p. 1-19. | |
dc.identifier.doi | 10.1007/s10668-018-0127-x | |
dc.identifier.file | 2-s2.0-85043384575.pdf | |
dc.identifier.issn | 1573-2975 | |
dc.identifier.issn | 1387-585X | |
dc.identifier.scopus | 2-s2.0-85043384575 | |
dc.identifier.uri | http://hdl.handle.net/11449/170759 | |
dc.language.iso | eng | |
dc.relation.ispartof | Environment, Development and Sustainability | |
dc.relation.ispartofsjr | 0,392 | |
dc.rights.accessRights | Acesso aberto | |
dc.source | Scopus | |
dc.subject | Agro-industrial residues | |
dc.subject | Reuse | |
dc.subject | Rheology | |
dc.subject | Self-compacting concrete | |
dc.subject | Sustainability | |
dc.title | Self-compacting mortar with sugarcane bagasse ash: development of a sustainable alternative for Brazilian civil construction | en |
dc.type | Artigo | |
dspace.entity.type | Publication | |
unesp.author.orcid | 0000-0003-2603-6944[1] |
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