Modification of Aggregate Crack Orientation from Different Expansive Site Under Applied Stress Evaluated by Mesoscale Discrete Model
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-59349-9_30
Reference9 articles.
1. Multon, S., Toutlemonde, F.: Effect of applied stresses on alkali–silica reaction-induced expansions. Cem. Concr. Res. 36, 912–920 (2006)
2. Kagimoto, H., Yasuda, Y., Kawamura, M.: ASR expansion, expansive pressure and cracking in concrete prisms under various degrees of restraint. Cem. Concr. Res. 59, 1–15 (2014)
3. Liaudat, J., Carol, I., Lopez, C.M., Saouma, V.E.: ASR expansions in concrete under triaxial confinement. Cement Concr. Compos. 86, 160–170 (2018)
4. Dunant, C.F., Scrivener, K.L.: Effects of uniaxial stress on alkali–silica reaction induced expansion of concrete. Cem. Concr. Res. 42, 567–576 (2012)
5. Ichikawa, T., Miura, M.: Modified model of alkali-silica reaction. Cem. Concr. Res. 37, 1291–1297 (2007)
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