Cracking similarity simulation of induced joints and its application in model test of a RCC arch dam

Author:

Chen Yuan,Zhang Lin,Chen Jianye,Li Chaoguo,Hu Chengqiu

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference33 articles.

1. Barr, B. I. G., Hasso, E. B. D., and Sabir, B. B. (1985). “Effect of test specimen on the fracture toughness of concrete.” Cement and Concrete Research, Vol. 15, No. 5, pp. 833–841.

2. Bi, Z., Wang, X. Z., Huang, Z. Q., and Song Y. P. (2009). “Experimental research on equivalent strength of roller compacted concrete crack director.” Journal of Wuhan University of Technology, Vol. 31, No. 8, pp. 10–13 (in Chinese).

3. Chen, H. Q. (2009). “Lessons learned from Wenchuan earthquake for seismic safety of large dams.” Earthquake Engineering and Engineering Vibration, Vol. 8, No. 2, pp. 241–249.

4. Chen, Q. H. (2003) “New design method of RCC high arch dam.” Proc. of the 4th International Symposium on Roller Compacted Concrete (RCC) Dams, Madrid, Spain, pp. 427–430.

5. Fumagalli, E. (1973). Statical and geomechanical models, Springer-Verlag, New York.

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