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dc.contributor.authorIstuque, D. B.
dc.contributor.authorReig Cerdá, Lucía
dc.contributor.authorSoriano, L.
dc.contributor.authorBorrachero Rosado, María Victoria
dc.contributor.authorPinheiro Melges, J. L.
dc.contributor.authorAkasaki, J. L.
dc.contributor.authorBernabeu, J. J. P.
dc.contributor.authorTashima, M. M.
dc.date.accessioned2022-11-25T07:02:10Z
dc.date.available2022-11-25T07:02:10Z
dc.date.issued2021
dc.identifier.citationIstuque, D. B., Reig Cerdá, L., Soriano, L., Borrachero Rosado, M. V.a, Pinheiro Melges, J. L., Akasaki, J. L., Bernabeu, J. J. P. y Tashima, M. M. (2021). Evaluation of the Pozzolanic Activity of Uncontrolled-Combusted Sewage Sludge Ash. Journal of Materials in Civil Engineering, 33 (6), 4021128. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003765.es
dc.identifier.issn8991561
dc.identifier.urihttp://hdl.handle.net/20.500.12251/2564
dc.description.abstractWaste management is a crucial issue facing modern society. The generation of sewage sludge is increasing annually due to the urbanization and improvement of sanitation systems of cities. The construction sector has emerged as a solution for the elimination of waste due to the enormous volume of materials that this sector can absorb. This paper evaluates the pozzolanic activity of sewage sludge ash (USSA) obtained following an uncontrolled-combustion process, a simple and economic procedure. Compressive strength of Portland cement/USSA mortars with 5%-25% by weight USSA were evaluated. Calcium hydroxide/USSA and Portland cement/USSA pastes were chemically and physically characterized through thermogravimetric/differential-thermogravimetric (TG/DTG), Fourier transform infrared spectroscopy (FTIR), X-ray diffraction (XRD), and scanning electron microscopy (SEM) analyses. The increase in the replacement of Portland cement by USSA is associated with an increase in the compressive strength of mortars. These values for USSA containing mortars cured for 90 days were in the range of 49.6-55.4 MPa, higher than the one reached by the reference mortar. According to the microstructural analysis, the increment on the compressive strength can be attributed to the formation of hydrated products (C-S-H, C-A-S-H, and C-A-H) by the pozzolanic reaction of USSA. © 2021 American Society of Civil Engineers.es
dc.language.isoenges
dc.publisherAmerican Society of Civil Engineers (ASCE)es
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.titleEvaluation of the Pozzolanic Activity of Uncontrolled-Combusted Sewage Sludge Ashes
dc.typearticlees
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0003765
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85103405096&doi=10.1061%2f%28ASCE%29MT.1943-5533.0003765&partnerID=40&md5=410bd8c13a58b79b5d5efb3bb4992e18es
dc.issue.number6es
dc.journal.titleJournal of Materials in Civil Engineeringes
dc.page.initiales
dc.page.finales
dc.rights.accessRightsopenAccesses
dc.subject.keywordCenizas de lodoses
dc.subject.keywordDepuradoraes
dc.subject.keywordGestión de residuoses
dc.subject.keywordMorteros - Construcciónes
dc.subject.keywordResistencia a compresiónes
dc.subject.keywordReciclaje - Construcciónes
dc.subject.keywordMaterial sosteniblees
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.unesco3313.04 Material de Construcciónes
dc.subject.unesco3305.30 Alcantarillado y depuración de Aguases
dc.subject.unesco3308.02 Residuos Industrialeses
dc.subject.unesco3308.10 Tecnología de Aguas Residualeses
dc.subject.unesco3312.02 Aglomeranteses
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3312.12es
dc.volume.number33es


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