Istuque, DB.; Reig, L.; Soriano Martinez, L.; Borrachero Rosado, MV.; Pinheiro Melges, JL.; Akasaki, JL.; Paya Bernabeu, JJ.... (2021). Evaluation of the Pozzolanic Activity of Uncontrolled-Combusted Sewage Sludge Ash. Journal of Materials in Civil Engineering. 33(6):1-12. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003765
Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/189666
Título:
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Evaluation of the Pozzolanic Activity of Uncontrolled-Combusted Sewage Sludge Ash
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Autor:
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Istuque, Danilo Bordan
Reig, Lucia
Soriano Martinez, Lourdes
Borrachero Rosado, María Victoria
Pinheiro Melges, Jose Luiz
Akasaki, Jorge Luis
Paya Bernabeu, Jorge Juan
Tashima, Mauro Mitsuuchi
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Entidad UPV:
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Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports
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Fecha difusión:
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Resumen:
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[EN] Waste 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 ...[+]
[EN] Waste 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.
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Palabras clave:
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Sewage sludge ash (USSA)
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Pozzolan
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Fixed portlandite
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Waste valorization
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Uncontrolled combustion
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Derechos de uso:
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Reserva de todos los derechos
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Fuente:
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Journal of Materials in Civil Engineering. (issn:
0899-1561
)
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DOI:
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10.1061/(ASCE)MT.1943-5533.0003765
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Editorial:
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American Society of Civil Engineers
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Versión del editor:
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https://doi.org/10.1061/(ASCE)MT.1943-5533.0003765
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Código del Proyecto:
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info:eu-repo/grantAgreement/CNPq//309015%2F2015-4/
info:eu-repo/grantAgreement/CNPq//478057%2F2013-0/
info:eu-repo/grantAgreement/CAPES//001/
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Agradecimientos:
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This research was financed in part by the Coordenacao de Aperfeicoamento de Pessoal de Nivel Superior-Brasil (Capes)Finance Code 001, and Conselho Nacional de Desenvolvimento Cientifico e Tecnologico (CNPq) (Processo Nos. ...[+]
This research was financed in part by the Coordenacao de Aperfeicoamento de Pessoal de Nivel Superior-Brasil (Capes)Finance Code 001, and Conselho Nacional de Desenvolvimento Cientifico e Tecnologico (CNPq) (Processo Nos. 309015/2015-4 and 478057/2013-0). Thanks go to the Scanning Electron Microscopy Service of FEIS/UNESP, Servico Municipal Autonomo de Agua e Esgoto (SEMAE) from the Sao Jose do Rio Preto city (Sao Paulo, Brazil).
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Tipo:
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Artículo
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