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Coupled effects of aggregate size and alkali content on ASR expansion
Authors:S. Multon  A. Sellier  L. Petit
Affiliation:a Laboratoire Matériaux et Durabilité des Constructions (EA3027) INSA-UPS, 135 Avenue de Rangueil, 31077 Toulouse Cedex 04, France
b Electricité de France (EDF)-Recherche et Développement, Avenue des Renardières, 77818 Moret sur Loing Cedex, France
Abstract:This work is a part of an overall project aimed at developing models to predict the potential expansion of concrete containing alkali-reactive aggregates. First, this paper reports experimental results concerning the effect of particle size of an alkali-reactive siliceous limestone on mortar expansion. Special attention is paid to the proportions of alkali (Na2Oeq) in the mixtures and reactive silica in the aggregate. Results show that ASR expansion is seven times larger for coarse particles (1.25-3.15 mm) than for smaller ones (80-160 μm). In mortars for which the two size fractions were used, ASR expansion increased in almost linear proportion to the amount of coarse reactive particles, for two different alkali contents. Then, an empirical model is proposed to study correlations between the measured expansions and parameters such as the size of aggregates and the alkali and reactive silica contents. Starting with the procedure for calibrating the empirical model using the experimental program combined with results from the literature, it is shown that the expansion of a mortar containing different sizes of reactive aggregate can be assessed with acceptable accuracy.
Keywords:Alkali-aggregate reaction   Particle size   Alkali content   Expansion   Model
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