Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/5314

TítuloA study of adhesion between hydraulic mortars and concrete
Autor(es)Aguiar, J. L. Barroso de
Cruz, M. Daniela
Palavras-chaveMortar
Hydraulic
Concrete
Adhesion
Waterproofing
Porosity
Admixture
Image processing
Data1998
EditoraVSP
RevistaJournal of Adhesion Science and Technology
Citação“Journal of Adhesion Science and Technology”. ISSN 0169-4243. 12:11 (1998) 1244-1251.
Resumo(s)Knowledge of the adhesion properties of materials is necessary for many applications. When one has to cover a wall or a concrete pavement with mortar, it is necessary to pay attention to the adhesion between the two materials, otherwise one can have some problems such as the delamination of the two materials after application. We present here a study of the adhesion between hydraulic mortars and concrete. Mortars with permeability-reducing admixtures were used. This type of mortar is used to reduce the possibility of water infiltration in construction. Mortars should be impermeable but this should not affect the adhesion. To measure the adhesion, we used the pull-off test. The results show a decrease in the adhesion strength with increasing permeability-reducing admixture dosage, except for one of the admixtures used. We believe that this result is a consequence of the decrease in porosity caused by the use of a more waterproofing admixture and that a higher dosage contributes to the increase of admixture at the interface. To confirm this, we performed a microscopic analysis of the failure surfaces of the mortars. The decrease in porosity was well seen in this analysis. However, this characteristic of mortars is not the only one that affects adhesion. The composition of the admixture is very important as we found different adhesion strengths, for similar porosity, with different admixtures.
TipoArtigo
URIhttps://hdl.handle.net/1822/5314
ISSN0169-4243
Arbitragem científicayes
AcessoAcesso aberto
Aparece nas coleções:CEC-MAT - Artigos em Revistas Internacionais

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