This paper discusses the influence of brick water absorption on the performance of renders made of basalt crushed fine aggregates. Six mortar admixtures in a 1:1:6 proportion (cement:lime:crushed fine aggregate), with three particle size distributions and two proportions of microfines were produced. The physical characteristics of these mortars, susceptibility to cracking (especially due to shrinkage) and bond strength of the rendering mortars applied over brick walls measuring 60 × 60 cm were determined. The study indicates that water absorption of the substrates is very important for shrinkage and adhesion strength of mortars made of manufactured fine aggregates. Bricks with higher initial rate of absorption increase the bond strength. On the other hand, bricks with higher water absorption (but lower initial rate of absorption) have higher shrinkage and cracking. With higher microfines proportion, the mortar increases bond strength but demands higher water content, resulting in higher shrinkage and cracking.
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February 2013
Research Article|
February 01 2013
Influence of substrate in rendering with crushed fine aggregates Available to Purchase
Claudio de Souza Kazmierczak, MSc, Dr Eng;
Claudio de Souza Kazmierczak, MSc, Dr Eng
1
Professor, University of Vale do Rio dos Sinos, São Leopoldo, Brazil
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Daiana Cristina Metz Arnold, MSc
Daiana Cristina Metz Arnold, MSc
2
Laboratory technician, University of Vale do Rio dos Sinos, São Leopoldo, Brazil
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Publisher: Emerald Publishing
Received:
January 28 2011
Accepted:
September 06 2011
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Construction Materials (2013) 166 (1): 27–33.
Article history
Received:
January 28 2011
Accepted:
September 06 2011
Citation
de Souza Kazmierczak C, Arnold DCM (2013), "Influence of substrate in rendering with crushed fine aggregates". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 166 No. 1 pp. 27–33, doi: https://doi.org/10.1680/coma.11.00009
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