The Use of Self-Healing Technology to Mitigate the Alkali–Silica Reaction Distress in Concrete
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-34027-7_79
Reference42 articles.
1. Lindgård J, Andiç-Çakir Ö, Fernandes I, Rønning TF, Thomas MDA (2012) Alkali-silica reactions (ASR): literature review on parameters influencing laboratory performance testing. Cem Concr Res 42:223–243. https://doi.org/10.1016/j.cemconres.2011.10.004
2. Rashidi M, Knapp MCL, Hashemi A, Kim JY, Donnell KM, Zoughi R, Jacobs LJ, Kurtis KE (2016) Detecting alkali-silica reaction: a multi-physics approach. Cem Concr Compos 73:123–135. https://doi.org/10.1016/j.cemconcomp.2016.07.001
3. Sanchez (LFM) (2014) Contribution to the assessment of damage in aging concrete infrastructures affected by alkali-aggregate reaction 341
4. Sanchez LFM, Fournier B, Jolin M, Mitchell D, Bastien J (2017) Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures. Cem Concr Res 93:17–31. https://doi.org/10.1016/j.cemconres.2016.12.001
5. Fournier B, Bérubé M-A (2000) Alkali-aggregate reaction in concrete: a review of basic concepts and engineering implications. Can J Civ Eng 27:167–191. https://doi.org/10.1139/cjce-27-2-167
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