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Erschienen in:
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2016 | OriginalPaper | Buchkapitel

RILEM Recommended Specification: AAR-7.3 Preliminary International Specification to Minimise Damage from Alkali-Aggregate Reactions in Concrete—Part 3: Concrete Dams and Other Hydro Structures

verfasst von : Philip J. Nixon, Ian Sims, On behalf of the membership of RILEM TC 219-ACS

Erschienen in: RILEM Recommendations for the Prevention of Damage by Alkali-Aggregate Reactions in New Concrete Structures

Verlag: Springer Netherlands

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Abstract

AAR 7.1 provides a model specification for minimising the likelihood of damage in concrete structures that are expected to have a normal service life and where the possibility of premature deterioration, although undesirable, could be managed. There are dams and other hydro structures, however, where the expected service life is very long, probably more than 100 years, and the consequences of premature failure are unacceptable.

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Vorheriges Kapitel RILEM Recommended Specification: AAR-7.2—International Specification to Minimise Damage from Alkali Reactions in Concrete—Part 2: Alkali-Carbonate Reaction
Literatur
1.
Sims, I, Nixon, P J, Godart, B, 2012, Eliminating alkali-aggregate reaction from long-service structures, In: Folliard, K J (ed) Proceedings of the 14th International Conference on Alkali-Aggregate Reaction, 20–25 May 2012, Austin, Texas, USA.
2.
Sims, I, Nixon, P J, Godart, B, Charlwood, R, 2012, Recent developments in the management of chemical expansion of concrete in dams and hydro projects - Part 2: RILEM proposals for prevention of AAR in new dams, In: Proceedings, Hydro 2012 International Conference, Innovative Approaches to Global Challenges, 29–31 October 2012, Bilbao, Spain, available as a CD.
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French, W J, 2005, Presidential address 2003: Why concrete cracks - geological factors in concrete failure, Proceedings of the Geologists’ Association, 116(2), 89–105.
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Duchesne, J, Bérubé, M-A, 2000, Long- term effectiveness of supplementary cementing materials against ASR, In: Bérubé, M-A, Fournier, B, Durand, B (eds) Proceedings, 11th International Conference on Alkali-Aggregate Reaction, Québec City, Canada, 613–622.
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Gudmundsson, G, Halfdanarson, J, Möller, J, 2000, Effect of silica fume properties on mitigation of ASR reactivity in concrete, In: Bérubé, M-A, Fournier, B, Durand, B (eds) Proceedings, 11th International Conference on Alkali-Aggregate Reaction, Québec City, Canada, 643–651.
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Bleszynski, R F, Thomas, M D A, Hooton, R D, 2000, The efficacy of ternary cementitious systems for controlling expansion due to alkali-silica reaction in concrete, In: Bérubé, M-A, Fournier, B, Durand, B (eds) Proceedings, 11th International Conference on Alkali-Aggregate Reaction, Québec City, Canada, 583–592.
7.
Nixon, P J, Sims, I, 2000, Universally accepted testing procedures for AAR: the progress of RILEM Technical Committee 106, In: Bérubé, M-A, Fournier, B, Durand, B (eds), Proceedings, 11th International Conference, Alkali-Aggregate Reaction in Concrete, Québec City, Canada, 435–444.
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Sims, I, Nixon, P J, 2006, Assessment of aggregates for alkali-aggregate reactivity potential; RILEM International Recommendations, In: Fournier, B (ed), Marc-André Bérubé Symposium 8th CANMET International Conference on Recent Advances in Concrete Technology).
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Lindgard J, Nixon P J, Borchers I, Schoenborg B, Wigum J B, Haugen M, Akesson U, 2010, The EU PARTNER project – European standard tests to prevent alkali reactions in aggregates: Final results and recommendations, Cement and Concrete Research, 40, 611–635.
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Bollotte, B, 1992, Development of an accelerated performance test on concrete for evaluation of its resistance to AAR, In: 9th International Conference on Alkali-Aggregate Reaction in Concrete, London, Conference Papers, Volume 1, 110–116.
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AFNOR, 2004, Reactivity of a concrete formula with regard to the alkali-aggregate reaction, Performance test, AFNOR NF P 18–454, plus AFNOR FD P 18-456 (Interpretation criteria for NF P 18-454), Association Française de Normalisation, Paris, France.
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Rogers, C, 2012, Personal Communication.
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LCPC, 2009, Recommendations for preventing disorders due to Delayed Ettringite Formation.
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Martin, R-P, Bazin, C, Toutlemonde, F, 2012, Alkali aggregate reaction and delayed ettringite formation: Common features and differences, In: Folliard, K J (ed), Proceedings, 14th International Conference on Alkali-Aggregate Reaction, Austin, Texas, USA.
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Matos, S, Ferreira, I, Camelo, A, Gomes, J P, Scuero, A, Vaschetti, G, Vale, J M, 2013, Pracana Dam 20 years after rehabilitation - observed behaviour of the dam and of its exposed geomembrane, ICOLD 2013 International Symposium, Seattle, USA.
Metadaten
Titel
RILEM Recommended Specification: AAR-7.3 Preliminary International Specification to Minimise Damage from Alkali-Aggregate Reactions in Concrete—Part 3: Concrete Dams and Other Hydro Structures
verfasst von
Philip J. Nixon
Ian Sims
On behalf of the membership of RILEM TC 219-ACS
Copyright-Jahr
2016
Verlag
Springer Netherlands
Buch
RILEM Recommendations for the Prevention of Damage by Alkali-Aggregate Reactions in New Concrete Structures

Print ISBN: 978-94-017-7251-8

Electronic ISBN: 978-94-017-7252-5

Copyright-Jahr: 2016

DOI
https://doi.org/10.1007/978-94-017-7252-5_10