Effects of aggregate size and alkali content on ASR expansion
By S. Multon, M. Cyr, Alain Gauthier Sellier, P. Diederich, L. Petit. 2010
148 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/e4bd8e0e4a776677f3c9bcef46f6b3239d0ce2be
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Mohammed Alnaggar
- Giovanni Di Luzio
- F. Rajabipour
- Özge Andiç-Çakır
- J. Lindgård
- I. Fernandes
- Terje F. Rønning
- Gianluca Cusatis
Citations in the corpus
- Lattice Discrete Particle Modeling (LDPM) of Alkali Silica Reaction (ASR) deterioration of concrete structures (2013, background): “The proposed model can also capture the effect of pessimum aggregate size, which is typically defined as the aggregate size that causes the maximum expansion during a fixed time interval [27,30].”
- Alkali-silica reaction: Current understanding of the reaction mechanisms and the knowledge gaps (2015, background): “Multon and colleagues [72], in a study which also”
- Alkali-silica reactions (ASR): literature review on parameters influencing laboratory performance testing (2012, background): “For rapidly reactive aggregates, it was found that the amount of soluble silica was similar for different particle sizes of a certain aggregate, but the expansion varied for different size fractions, being larger for coarser particles [68].”