Assessment of sugar cane straw ash (SCSA) as pozzolanic material in blended Portland cement: Microstructural characterization of pastes and mechanical strength of mortars

Abstract The aim of this paper is to assess the pozzolanic reactivity of sugar cane straw ash (SCSA) obtained through an auto-combustion process and the mechanical properties of SCSA-containing systems. Characterization of SCSA (X-ray diffraction, chemical composition, particle size, and microscopy)...

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Detalles Bibliográficos
Autores: Moraes, J. C.B. [UNESP], Akasaki, J. L. [UNESP], Melges, J. L.P. [UNESP], Monzó, J., Borrachero, M. V., Soriano, L., Payá, J., Tashima, M. M. [UNESP]
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2015
País:Brasil
Institución:Universidade Estadual Paulista (UNESP)
Repositorio:Repositório Institucional da UNESP
Idioma:inglés
OAI Identifier:oai:repositorio.unesp.br:11449/167916
Acceso en línea:http://dx.doi.org/10.1016/j.conbuildmat.2015.07.108
http://hdl.handle.net/11449/167916
Access Level:acceso abierto
Palabra clave:Auto-combustion
Cement paste
Lime paste
Mechanical properties
Microstructural characterization
Mortar
Portland cement
Pozzolanic reactivity
Sugar cane straw ash
Descripción
Sumario:Abstract The aim of this paper is to assess the pozzolanic reactivity of sugar cane straw ash (SCSA) obtained through an auto-combustion process and the mechanical properties of SCSA-containing systems. Characterization of SCSA (X-ray diffraction, chemical composition, particle size, and microscopy) and reactivity studies on hydrated lime/SCSA and Portland cement/SCSA pastes through infrared spectroscopy, thermogravimetric analysis, and microscopy demonstrated the high pozzolanic activity. This reactivity made it possible to achieve good mechanical properties in mortars in which 15-30% of the cement was replaced by SCSA. After 90 days of curing, the SCSA fixed 100% of the lime present in lime/SCSA pastes, and the compressive strength of mortars containing SCSA reached 44 MPa, a value similar to those found for control mortars after the same number of curing days. The results for the microstructural and mechanical properties showed that SCSA is a good pozzolanic material.