Skip to main content

2024 | OriginalPaper | Buchkapitel

Main Outcomes for AAR Studies on Large Scale Experiments in the ODOBA International Project

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Considering the importance of the potential effects induced by internal swelling reaction (ISR) on the third barrier of confinement for nuclear power plants and the lack of knowledge on ISR development on massive structure, IRSN launched the ODOBA international project in 2016. Indeed, the knowledge on ISR relies mainly on small-scale and separate effect experiments in laboratories, or medium scale outdoor experiments. Their kinetics and the structure effect of the different parameters involved (temperature, hygrometry, mix, reinforcement…) depend on the studied scale. The ODOBA project is based on experiments on very large concrete blocks widely instrumented, located in Cadarache (France). The concrete mixes are chosen with the objective of developing ISR: either the delayed ettringite formation (DEF), or the alkali-aggregate reaction (AAR), or a possible coupling between AAR and DEF. These mixes have the particularity of being as close as possible to those used for French nuclear reactor containment buildings, but with lower alkali level than former similar experiments. Concerning the 20 tons AAR blocks poured from 2016 to 2018, the residual expansion tests on small samples extracted by coring showed a very weak development of AAR pathology, with a swelling qualified as negligible according to the recommendations in force. An overview of the state of the blocks devoted to AAR is introduced by successively presenting the formulations of the concretes, their characterizations by destructive tests and their follow-up from early age until now without ageing acceleration. The lessons learned give a better assessment of AAR development possibilities for a mix using medium alkali level and classical Potentially Reactive aggregates at very large scale.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Lindgard, J., et al.: The EU “PARTNER” Project – European standard tests to prevent alkali reactions in aggregates: Final results and recommendations. Cem. Concr. Res. 40, 611–635 (2010)CrossRef Lindgard, J., et al.: The EU “PARTNER” Project – European standard tests to prevent alkali reactions in aggregates: Final results and recommendations. Cem. Concr. Res. 40, 611–635 (2010)CrossRef
2.
Zurück zum Zitat Fournier, B., Ideker, J.H., Folliard, K.J., Thomas, M.D.A., Nkinamubanzi, P.-C., Chevrier, R.: Effect of environmental conditions on expansion in concrete due to alkali-silica reaction (ASR). Mater Charact 60, 669–679 (2009)CrossRef Fournier, B., Ideker, J.H., Folliard, K.J., Thomas, M.D.A., Nkinamubanzi, P.-C., Chevrier, R.: Effect of environmental conditions on expansion in concrete due to alkali-silica reaction (ASR). Mater Charact 60, 669–679 (2009)CrossRef
3.
Zurück zum Zitat Jabbour, J., Darquennes, A., Divet, L., Bennacer, R., Torrenti, J.-M., Nahas, G.: New experimental approach to accelerate the development of internal swelling reactions (ISR) in massive concrete structures. Constr. Build. Mater. 313, 125388 (2021)CrossRef Jabbour, J., Darquennes, A., Divet, L., Bennacer, R., Torrenti, J.-M., Nahas, G.: New experimental approach to accelerate the development of internal swelling reactions (ISR) in massive concrete structures. Constr. Build. Mater. 313, 125388 (2021)CrossRef
4.
Zurück zum Zitat Marquie, Ch., Nahas, G. Concrete Aging in Nuclear Facilities: the ODOBA Project. RILEM Conference (2018) Marquie, Ch., Nahas, G. Concrete Aging in Nuclear Facilities: the ODOBA Project. RILEM Conference (2018)
5.
Zurück zum Zitat Alcali réaction du béton - Essai d'expansion résiduelle sur béton durci. Projet de méthode d'essais LPC n°44, Report LPC (1997) Alcali réaction du béton - Essai d'expansion résiduelle sur béton durci. Projet de méthode d'essais LPC n°44, Report LPC (1997)
6.
Zurück zum Zitat Protection and repair of structures affected by internal expansion reactions, LCPC guide (2010) Protection and repair of structures affected by internal expansion reactions, LCPC guide (2010)
7.
Zurück zum Zitat Granulats - Étude pétrographique des granulats appliquée à l'alcali-réaction. NF P 18–543. November 2017 Granulats - Étude pétrographique des granulats appliquée à l'alcali-réaction. NF P 18–543. November 2017
8.
Zurück zum Zitat Alj, I. Durabilité des capteurs à fibre optique destinés aux mesures réparties de déformation dans les ouvrages en béton. PhD Thesis, Université Paris-Est (2020) Alj, I. Durabilité des capteurs à fibre optique destinés aux mesures réparties de déformation dans les ouvrages en béton. PhD Thesis, Université Paris-Est (2020)
9.
Zurück zum Zitat Pichelin, A. Proposition d'un indicateur de durabilité pour la détection des réactions de gonflement interne dans le béton. PhD Thesis, Université de Toulouse (2020) Pichelin, A. Proposition d'un indicateur de durabilité pour la détection des réactions de gonflement interne dans le béton. PhD Thesis, Université de Toulouse (2020)
10.
Zurück zum Zitat Granulats – Méthodes d’essai de réactivité aux alcalis, chapter 5.2. FD P18 542. February 2004 Granulats – Méthodes d’essai de réactivité aux alcalis, chapter 5.2. FD P18 542. February 2004
11.
Zurück zum Zitat Guedon, S., Dubied, J.-S.: Étude du calcaire tournaisien de la carrière Cimescaut à Antoing (Belgique). Bulletin des Laboratoires des Ponts et Chaussées 226, 57–66 (2000) Guedon, S., Dubied, J.-S.: Étude du calcaire tournaisien de la carrière Cimescaut à Antoing (Belgique). Bulletin des Laboratoires des Ponts et Chaussées 226, 57–66 (2000)
12.
Zurück zum Zitat Moisson, M. Contribution à la maîtrise de la réaction alcali-silice par ajouts de fines de granulats réactifs dans le béton. PhD Thesis, INSA Toulouse, (2005) Moisson, M. Contribution à la maîtrise de la réaction alcali-silice par ajouts de fines de granulats réactifs dans le béton. PhD Thesis, INSA Toulouse, (2005)
13.
Zurück zum Zitat Multon, S., Cyr, M., Sellier, A., Diederich, P., Petit, L.: Effects of aggregate size and alkali content on ASR expansion. Cem. Concr. Res. 40, 508–516 (2010)CrossRef Multon, S., Cyr, M., Sellier, A., Diederich, P., Petit, L.: Effects of aggregate size and alkali content on ASR expansion. Cem. Concr. Res. 40, 508–516 (2010)CrossRef
14.
Zurück zum Zitat Johnson, R., Shehata, M.H.: The efficacy of accelerated test methods to evaluate Alkali Silica Reactivity of Recycled concrete aggregates. Constr. Build. Mater. 112, 518–528 (2016)CrossRef Johnson, R., Shehata, M.H.: The efficacy of accelerated test methods to evaluate Alkali Silica Reactivity of Recycled concrete aggregates. Constr. Build. Mater. 112, 518–528 (2016)CrossRef
15.
Zurück zum Zitat Shehata, M.H., Thomas, M.DA. The effect of fly ash composition on the expansion of concrete due to alkali-silica reaction. Cem. Concr. Res. 30(7), 1063–1072 (2000) Shehata, M.H., Thomas, M.DA. The effect of fly ash composition on the expansion of concrete due to alkali-silica reaction. Cem. Concr. Res. 30(7), 1063–1072 (2000)
Metadaten
Titel
Main Outcomes for AAR Studies on Large Scale Experiments in the ODOBA International Project
verfasst von
C. Pelissou
B. Durville
S. Morin
Copyright-Jahr
2024
DOI
https://doi.org/10.1007/978-3-031-59349-9_65