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2024 | OriginalPaper | Buchkapitel

Long Term Efficacy of Fly Ash in Mitigating Alkali-Silica Reaction Assessed by Pore Solution Method

verfasst von : Marie Joshua Tapas, Lionel Sofia, Paul Thomas, Kirk Vessalas, Vute Sirivivatnanon, Karen Scrivener

Erschienen in: Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete

Verlag: Springer Nature Switzerland

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Abstract

This study investigates the effect of pore solution on alkali-silica reaction (ASR) expansion and mitigation using the simulated pore solution method. The simulated pore solution method is an accelerated ASR test developed at EPFL, Switzerland which uses the pore solution alkali concentration of the binder of interest at 28 days as basis of the storage solution. This study presents the 4-year expansion results of concrete prisms with reactive Australian aggregate (dacite), with and without 25% fly ash stored at 38 ℃. Results show no expansion in concrete prisms with 25% fly ash even if the cement alkali content was boosted up to 1%Na2Oeq. Extensive cracking was notable in the concrete without fly ash while the concretes with fly ash show only minimal presence of fine cracks.

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Literatur
1.
Zurück zum Zitat Australia, S.: Alkali aggregate reaction—guidelines on minimising the risk of damage to concrete structures in australia. SAI Glob. Limited, Sydney, Australia (2015) Australia, S.: Alkali aggregate reaction—guidelines on minimising the risk of damage to concrete structures in australia. SAI Glob. Limited, Sydney, Australia (2015)
2.
Zurück zum Zitat Sirivivatnanon, V., Thomas, p., Joshua Tapas, M., T. Nhu Nguyen, T.: Reliability of AMBT and CPT in testing the effectiveness of SCM to mitigate alkali–silica reaction of field concrete, Constr. Build. Mater. 369, 130510 (2023) Sirivivatnanon, V., Thomas, p., Joshua Tapas, M., T. Nhu Nguyen, T.: Reliability of AMBT and CPT in testing the effectiveness of SCM to mitigate alkali–silica reaction of field concrete, Constr. Build. Mater. 369, 130510 (2023)
3.
Zurück zum Zitat Sirivivatnanon, V., Mohammadi, J., South, W.: Reliability of new australian test methods in predicting alkali silica reaction of field concrete. Constr. Build. Mater. 126, 868–874 (2016)CrossRef Sirivivatnanon, V., Mohammadi, J., South, W.: Reliability of new australian test methods in predicting alkali silica reaction of field concrete. Constr. Build. Mater. 126, 868–874 (2016)CrossRef
4.
Zurück zum Zitat Tapas, M.J., Sofia, L., Vessalas, K., Thomas, P., Sirivivatnanon, V., Scrivener, K.: Efficacy of SCMs to mitigate ASR in systems with higher alkali contents assessed by pore solution method. Cem. Concr. Res. 142, 106353 (2021)CrossRef Tapas, M.J., Sofia, L., Vessalas, K., Thomas, P., Sirivivatnanon, V., Scrivener, K.: Efficacy of SCMs to mitigate ASR in systems with higher alkali contents assessed by pore solution method. Cem. Concr. Res. 142, 106353 (2021)CrossRef
5.
Zurück zum Zitat Leemann, A.: Raman microscopy of alkali-silica reaction (ASR) products formed in concrete. Cem. Concr. Res. 102, 41–47 (2017)CrossRef Leemann, A.: Raman microscopy of alkali-silica reaction (ASR) products formed in concrete. Cem. Concr. Res. 102, 41–47 (2017)CrossRef
Metadaten
Titel
Long Term Efficacy of Fly Ash in Mitigating Alkali-Silica Reaction Assessed by Pore Solution Method
verfasst von
Marie Joshua Tapas
Lionel Sofia
Paul Thomas
Kirk Vessalas
Vute Sirivivatnanon
Karen Scrivener
Copyright-Jahr
2024
DOI
https://doi.org/10.1007/978-3-031-59419-9_47