Deformation Mechanism of Cement Paste and Hydrates under High Stress
Author:
Affiliation:
1. Institute of Industrial Science, The University of Tokyo, Ce-505, 4-6-1 Komaba, Meguro, Tokyo 153-8505, Japan.
2. Department of Environmental Science, Toho University, 2-2-1 Miyama, Funabashi, Chiba 274-8510, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/16/6/16_262/_pdf
Reference40 articles.
1. 1) Akçaoğlu, T., Tokyay, M. and Celik, T., (2004). “Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression.” Cement and Concrete Composites, 26, 633-638.
2. 2) Ali, I. and Kesler, C., (1964). “Mechanisms of creep in concrete.” Proceedings of Symposium on Creep of Concrete, Detroit, 9, 35-63.
3. 3) Brantut, N., Heap, M. J., Meredith, P. G. and Baud, P., (2016). “Time-dependent cracking and brittle creep in crustal rocks: A review.” Journal of Structural Geology, 52, 17-43.
4. 4) Bürgmann, R. and Dresen, G., (2008). “Rheology of the lower crust and upper mantle: Evidence from rock mechanics, geodesy, and field observations.” Annual Review of Earth and Planetary Sciences, 36, 531-567.
5. 5) Ferkel, H. and Mordike, B. L., (2001). “Magnesium strengthened by SiC nanoparticles.” Materials Science and Engineering, A298, 193-199.
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