Influence of masonry residue on the resistance of self-compacting concrete to the sodium sulfate attack

Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio

Published 2020-03-08

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Vol. 17 No. 33 (2020)
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Influence of masonry residue on the resistance of self-compacting concrete to the sodium sulfate attack. (2020). Revista EIA, 17(33), 33014 pp. 1-14. https://doi.org/10.24050/reia.v17i33.1361
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https://doi.org/10.24050/reia.v17i33.1361
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Yimmy Fernando Silva Urrego
Universidad del Valle
http://orcid.org/0000-0003-3888-457X
Silvio Delvasto
Universidad del Valle
http://orcid.org/0000-0001-9443-8238
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Yimmy Fernando Silva Urrego,

Y.F. Silva, completó su pregrado en Ing. de los Materiales en el 2011 en la Universidad del Valle, Cali, Colombia, es MSc. en Ingeniería -Énfasis en Ingeniería de los Materiales en la Universidad del Valle, Cali, Colombia. Actualmente es estudiante de Doctorado en Ingeniería con énfasis en materiales de la Universidad del Valle e investigador en el Grupo Materiales Compuestos (GMC). Su investigación se centra en la valorización de residuo de mampostería en concretos autocompactantes y su desempeño frente a diferentes ambientes (sulfatos, cloruros y carbonatación).

Silvio Delvasto,

Ing. Químico de la Universidad del Valle; Cali, Colombia, es MSc. de la University of Illinois at Chicago, USA y Dr. en Ingeniería de la Universidad Politécnica de Valencia, España. Su labor se centra en la caracterización de materiales de matriz cementicia, materiales no convencionales, propiedades, aplicaciones y procesos de producción de materiales inorgánicos, cerámicos y compuestos. Actualmente es profesor titular de la Universidad del Valle en la Escuela de Ingeniería de los Materiales

In this paper are shown the results of an experimental study of self compacting concretes with residue of masonry about their resistance to external sulfate attack, they presented a constant content of water of 202,5 kg/m3 and different volumes of RM (0%, 25% Y 50%) as a partial replacement of Portland cement (OPC) exposed to a sulfate sodium solution at 5%. The properties in fresh state as fluidity, passing ability and resistance to segregation were evaluated through slump flow, V-funnel and L-box. In hard state, the compression strength and expansion were determinate. Besides, techniques of X-ray diffraction (XRD), scanning electron microscopy (SEM) and Fourier transform infrared spectroscopy (FTIR) were applied to pastes in order to investigate the effects of sulfates on the microstructure. The results showed that all mixes have the properties onfresh state. Also, it was found that when CACs areexposed in a sodium sulfate solution, the RM can improve the resistance of CACs to the sulfates attack comparing with CAC only of OPC.

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