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ASR expansions in concrete under triaxial confinement

Autor
Liaudat, J.; Carol, I.; Lopez, C.; Saouma, V.
Tipus d'activitat
Article en revista
Revista
Cement & concrete composites
Data de publicació
2018-02
Volum
86
Pàgina inicial
160
Pàgina final
170
DOI
https://doi.org/10.1016/j.cemconcomp.2017.10.010 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/114266 Obrir en finestra nova
https://www.researchgate.net/publication/320751384_ASR_expansions_in_concrete_under_triaxial_confinement Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S095894651730553X Obrir en finestra nova
Resum
It is well known that the Alkali-Silica Reaction (ASR) expansion in concrete is influenced by the stress state of the material. However, the extent and nature of this influence is not completely understood due to the scarcity of experimental investigation under triaxial stress states. This paper presents experimental ASR expansion curves obtained from cubical concrete specimens subjected to three different triaxial stress states, by means of a new testing machine especially designed for this pur...
Citació
Liaudat, J., Carol, I., Lopez, C., Saouma, V. ASR expansions in concrete under triaxial confinement. "Cement & concrete composites", Febrer 2018, vol. 86, p. 160-170.
Paraules clau
Alkali-silica reaction, Durability, Multiaxial stress
Grup de recerca
MECMAT - Grup de Geotècnia i Mecànica de Materials

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