Time-Dependent Deformation of a Concrete Arch Dam in Thailand - Numerical Study on Effect of Alkali Silica Reaction on Deflection of Arch
Author:
Affiliation:
1. Graduate School of Science and Engineering, Saitama University, Japan.
2. Sirindhorn International Institute of Technology, Thammasat University, Thailand.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/19/3/19_181/_pdf
Reference39 articles.
1. 1) Alnaggar, M., Cusatis, G. and Luzio, G. D., (2013). “Lattice discrete particle modeling (LDPM) of alkali silica reaction (ASR) deterioration of concrete structures.” Cement and Concrete Composites, 41, 45-59.
2. 2) Blanco, A., Pardo-Bosch, F., Cavalaro, S., and Aguado, A. (2019). “Lessons learned about the diagnosis of pathologies in concrete dams: 30 years of research and practice.” Construction and Building Materials, 197, 356-368.
3. 3) Bouzabata, H., Multon, S., Sellier, A. and Houari, H., (2012). “Swellings due to alkali-silica reaction and delayed ettringite formation: Characterisation of expansion isotropy and effect of moisture conditions.” Cement and Concrete Composites, 34(3), 349-356.
4. 4) Bui, K. A., (2018). “Finite element simulation of static structural behavior of a concrete arch dam.” Thesis (PhD). Sirindhorn International Institute of Technology, Thammasat University, 55-57.
5. 5) Bui, K. A., Pakawat S., Ganchai T., Somnuk T. and Pruettha Nanakorn., (2019). “An evaluation of thermal effects on behavior of a concrete arch dam.” Songklanakarin Journal of Science and Technology, 41, 1059-1068.
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