The alkali–silica reaction in concrete is normally associated with alkalis from cement. However, some aggregates have alkalis in their crystalline or amorphous phases that can be released during long-term exposure to the water in concrete structures. Previous research has demonstrated that alkaline feldspars in aggregates can supply a significant amount of alkalis when exposed to alkaline solutions. Other research indicates that micas can release alkalis and promote alkali–silicate reaction. The main problem is the evaluation of the potential contribution of the alkalis released by aggregates during the service life of a concrete structure. This paper describes accelerated tests that can determine the level of alkalis released from aggregates, but finds that the results are not representative of the long-term behaviour of concrete structures. Alternative tests are being developed, but these could take much longer, and it is concluded that numerical methods may be the most practical solution.
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August 2016
Research Article|
April 28 2016
Alkali release from aggregates: contribution to ASR Available to Purchase
Esperanza Menéndez, PhD;
Esperanza Menéndez, PhD
Industrial Engineer
Head of Physic-chemical Test Unit, Institute ‘Eduardo Torroja’ of Construction Science (CSIC), Madrid, Spain (corresponding author: emm@ietcc.csic.es)
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Ricardo García-Rovés, BE;
Ricardo García-Rovés, BE
Mine Engineer
Institute ‘Eduardo Torroja’ of Construction Science (CSIC), Madrid, Spain
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Sergio Ruiz, BE
Sergio Ruiz, BE
Civil Engineer
Dragados S.A., Oviedo, Spain
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Publisher: Emerald Publishing
Received:
November 28 2015
Accepted:
March 21 2016
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Construction Materials (2016) 169 (4): 206–214.
Article history
Received:
November 28 2015
Accepted:
March 21 2016
Citation
Menéndez E, García-Rovés R, Ruiz S (2016), "Alkali release from aggregates: contribution to ASR". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 169 No. 4 pp. 206–214, doi: https://doi.org/10.1680/jcoma.15.00072
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