Microstructure and mechanical properties of ternary mortars with brick powder, glass powder, slag, fly ash, and limestone

[EN] The objective of this research is to study the effects produced by ternary binders which combine the addition of waste brick powder with fly ash, limestone, ground granulated blast furnace slag or waste glass powder in the microstructure and mechanical properties of mortars. In these ternary bi...

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Detalhes bibliográficos
Autores: Tremiño, Rosa María, Letelier, Viviana, Ortega, José Marcos, Real-Herraiz, Teresa Pilar|||0000-0003-2578-2902
Formato: artículo
Fecha de publicación:2022
País:España
Recursos:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/192214
Acesso em linha:https://riunet.upv.es/handle/10251/192214
Access Level:acceso abierto
Palavra-chave:Binders/binding
Glass
Mechanical properties
Microstructure
Waste brick powder
MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS
Descrição
Resumo:[EN] The objective of this research is to study the effects produced by ternary binders which combine the addition of waste brick powder with fly ash, limestone, ground granulated blast furnace slag or waste glass powder in the microstructure and mechanical properties of mortars. In these ternary binders, the ordinary Portland cement was partially replaced by 10% of waste brick powder and 10% of another of the abovementioned additions. Mortars prepared with ordinary Portland cement without additions were also prepared. The microstructure was characterized with mercury intrusion porosimetry, electrical resistivity, and thermogravimetric analyses. Ultrasonic pulse velocity, compressive and flexural strengths were also determined. Mortars made using ternary binders with two active additions showed higher pore refinement and higher electrical resistivity at 250 days. Furthermore, their compressive strength and ultrasonic pulse velocity were relatively similar or even higher than that noted for reference specimens.