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Technical Report 30 Alkali-silica reaction: minimising the risk of damage to concrete. Guidance notes and model specification clauses. 3rd edition (includes amendment No. 1, 1999)
Publication Year
1999
Document Status
Current
Abstract
Since the publication of the last TR30, extensive research has been completed. The key elements of this work were investigations into the relative reactivities of aggregates and aggregate combinations, levels of alkali in the concrete needed to produce a damaging alkali-silica reaction and the effectiveness of pfa and ggbs in minimising risk of damage. This edition draws on the results of that research and it is now possible to make recommendations that enable more economic and environmentally sustainable use to be made of concreting materials while ensuring that the safety and serviceability of structures constructed to these recommendations are maintained.
Document History
First published as "Minimising the risk of alkali-silica reaction - guidance notes. Report of a Working Party" Published for the Working Party by the Cement and Concrete Association, ref 97.304 September 1983. Draft for comment of Concrete Society Technical Report was published in the papers for a one day conference "Alkali-silica reaction, new structures - specifying the answer, existing structures - diagnosis and assessment" 11 November 1985, The Concrete Society. Concrete Society Technical Report No. 30 "Alkali-silica reaction: minimising the risk of damage to concrete. Guidance notes and model specification clauses." 1st edition 1987, 2nd edition 1995, 3rd edition 1999. Amendment No. 1, 1999.
ISBN
9780946691630
Publisher Information
Concrete Society
For more than 30 years, The Concrete Society has been publishing technical reports and advice notes to serve the needs of clients, architects, engineers, specifiers, suppliers, contractors and users of concrete.
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