Alkali-Silica Reaction Expansions and the Extent of Alkali Leaching in Concretes Containing Basalt and Waste Glass as Aggregate
Abstract
Alkali-silica reaction (ASR)
which takes place between amorphous silica in the aggregate and alkalis in the
pore fluid is one of the durability problems causing deterioration of mortars. In this study, alkali-silica reactivity
of various mixtures was evaluated according to AAR-3 and AAR-4 tests developed
by RILEM. For determining the extent of alkali leaching from the specimens
during these accelerated tests, samples were taken from the water accumulations at the bottom of the containers and
sodium and potassium concentrations were determined using atomic absorption
spectrometry. Results show that although a significant amount of alkalis can
leach out, particularly waste glass aggregate leads to considerably high
expansion levels.
Keywords
References
- Lindgård, J., Andiç-Çakır, Ö., Fernandes, I., Rønning, T.F. and Thomas, M.D.A. (2012). Alkali–silica reactions (ASR): Literature review on parameters influencing laboratory performance testing. Cement and Concrete Research. Vol. 42, pp. 223-243.
- Bérubé, M.A., Dorion, J.F., Rivest, M. (2000). Distribution of alkalies in concrete structures affected by alkali-silica reactivity and contribution by aggregates. Proceedings 11th International Conference on AAR, June, pp. 139-148, Québec City, Canada.
- Castro, N. and Wigum, B.J. (2012). Assessment of the potential alkali-reactivity of aggregates for concrete by image analysis petrography. Cement and Concrete Research. Vol. 42, pp. 1635-1644.
- Stanton, T.E. (1940). Expansion of concrete through reaction between cement and aggregate. Proceedings of the American Society of Civil Engineers, 66, pp. 1781-1811.
- Alnaggar, M., Cusatis, G. and Di Luzio, G. (2013). Lattice discrete particle modeling (LDPM) of alkali silica reaction (ASR) deterioration of concrete structures. Cement and Concrete Composites. Vol. 41, pp. 45-59.
- Thomas, M., Fournier, B., Folliard, K., Ideker, J. and Shehata, M. (2006). Test methods for evaluating preventive measures for controlling expansion due to alkali–silica reaction in concrete. Cement and Concrete Research. Vol. 36, pp. 1842-1856.
- Oberholster, R.E. and Davies, G. (1986). An accelerated method for testing the potential alkali reactivity of siliceous aggregates. Cement and Concrete Research. Vol. 16, pp. 181-189.
- Fournier, B., Bérubé, M.A. and Frenette, J. (2000). Laboratory investigations for evaluating potential alkali-reactivity of aggregates and selecting preventive measures against alkali-aggregate reaction (AAR) – What do they really mean? Proceedings 11th International Conference on AAR, June, pp. 287-296, Québec City, Canada.
Details
Primary Language
Turkish
Subjects
-
Journal Section
Research Article
Authors
Cihat Yüksel
This is me
Publication Date
April 1, 2017
Submission Date
April 5, 2017
Acceptance Date
November 11, 2016
Published in Issue
Year 2017 Volume: 28 Number: 2
Cited By
Improvement of mechanical and transport properties of reactive powder concrete using graphene nanoplatelet and waste glass aggregate
Construction and Building Materials
https://doi.org/10.1016/j.conbuildmat.2021.126199Accelerated alkali-silica reaction after a seven-year ASR-dormancy period
Journal of Sustainable Construction Materials and Technologies
https://doi.org/10.47481/jscmt.1608352