Alkali Aggregate Reactions in Concrete
“Alkali Aggregate Reactions in Concrete” presents a detailed examination of alkali aggregate reaction (AAR), a mechanism that leads to the deterioration of concrete due to interactions between alkaline pore fluids and specific aggregates. Published in 1982, this concise 8-page document provides insights into the historical context of AAR, including its identification in the USA in 1940 and subsequent occurrences in the UK, particularly in the South-West and Midlands regions.
Readers will find a thorough discussion on the conditions under which AAR can occur, emphasizing that while the overall incidence of affected concrete is low, certain combinations of cement and aggregate can lead to significant structural issues. The text highlights the importance of understanding these reactions, especially in critical infrastructure, as the right conditions—such as high cement content and moisture exposure—can trigger the deterioration process. This edition serves as a valuable resource for those interested in concrete technology and structural integrity.
Official synopsis Publisher
Alkali aggregate reaction (AAR) is a mechanism of deterioration of concrete resulting from an interaction between alkaline pore fluids in the concrete principally originating from the Portland cement, and certain types of aggregates. Although it was first identified in the USA in 1940, for many years no cases were found in the UK. In 1971, however, the reaction was found to be the cause of cracking in a concrete dam on Jersey and in 1976 was identified as the cause of cracking in the concrete bases of electricity sub-stations in South-West England. Since then, about 30 other cases have been identified, mainly in the South-West and Midlands of England. In relation to the vast amount of concrete in use, therefore, the amount of concrete affected by AAR is very small and the problem should not be allowed to get out of perspective. It still appears that the cement/aggregate combinations in use in the UK will react together only under the most adverse combinations of high cement content, high alkali in the cement and exposure to water. However, as this combination can occur in important structures the reaction cannot be ignored.
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