TEST METHODS FOR EVALUATING PREVENTIVE MEASURES FOR CONTROLLING EXPANSION DUE TO ALKALI-SILICA REACTION IN CONCRETE 6. Performing Organization Code

By M. Thomas, B. Fournier, K. Folliard, Jason H. Ideker, M. Shehata, Elliott Place Nw. 2006

222 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/cab6c7b0c7bdce89d0bf644d3c75acb418fa7f28

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In Civil and Structural Engineering

1. Özge Andiç-Çakır
2. J. Lindgård
3. I. Fernandes
4. Terje F. Rønning
5. M. Thomas

Citations in the corpus

• Rietveld Quantitative Phase Analysis of OPC Clinkers, Cements and Hydration Products (2012, unknown): “Another durability concern in OPC concretes is the alkali-aggregate/alkali-silica reaction (see for instance: Thomas et al. 2006; and references therein).”
• Alkali-silica reactions (ASR): literature review on parameters influencing laboratory performance testing (2012, background): “[24] found that specimen size clearly has a large impact on expansion and this effect can be largely ascribed to more leaching of the alkalis from smaller specimens.”