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	Provedor de dados REA (1) AGRIAMBI (1) Autor Barbosa,Normando P. (1) Costa,Matheus V. Da (1) Jordan,Rodrigo A. (1) Lima Júnior,Humberto C. (1) Martins,Elton A. S. (1) Petrauski,Alfredo (1) Rosa,Maxer A. (1) Willrich,Fábio L. (1) Mais... Palavra-chave Soil-cement (2) Ash (1) Ceramic waste (1) Compressive strength (1) Load bearing wall (1) Tipo do documento Info:eu-repo/semantics/article (2) Ano 2019 (1) 2003 (1) País Brazil (2) Idioma Inglês (2)		Ordenar por:  Relevância Autor Título Ano Registros recuperados: 2 Primeira ... 1 ... Última MANUFACTURE OF SOIL-CEMENT BRICKS WITH THE ADDITION OF SUGARCANE BAGASSE ASH REA Jordan,Rodrigo A.; Costa,Matheus V. Da; Martins,Elton A. S.; Rosa,Maxer A.; Petrauski,Alfredo. ABSTRACT The objective of this study is to evaluate the effect of sugarcane bagasse ash on the compressive strength and water absorption index of soil-cement bricks. The ash was sieved without chemical and/or physical treatment to reflect the use of this material in real manufacturing processes. The addition of natural ash decreased the quality of the bricks, reducing the compressive strength and increasing the water absorption index. Tipo: Info:eu-repo/semantics/article Palavras-chave: Ash; Compressive strength; Soil-cement. Ano: 2019 URL: http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-69162019000100026 Structural behavior of load bearing brick walls of soil-cement with the addition of ground ceramic waste AGRIAMBI Lima Júnior,Humberto C.; Willrich,Fábio L.; Barbosa,Normando P.. An experimental study of three load bearing walls is presented and discussed in this paper. The walls were of soil-cement bricks made with three different material proportions, in which two of them had part of the cement amount replaced by crushed ceramic waste. The walls were 95.20 cm high, 75.32 cm wide and 12.56 cm thick and had their bricks layered with cement paste. The walls were tested under compression and their displacements were measured with 5 dial gages. The walls had satisfactory behaviour and their strengths were suitable as required by Brazilian popular houses. The differences between the brick strength and the wall strength were less than 20%. A finite element analysis (FEA) was performed and the uniformity of the compressive stress... Tipo: Info:eu-repo/semantics/article Palavras-chave: Load bearing wall; Ceramic waste; Soil-cement. Ano: 2003 URL: http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1415-43662003000300024 Registros recuperados: 2 Primeira ... 1 ... Última

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