Experimental Study on Cracking, Reinforcement, and Overall Stability of the Xiaowan Super-High Arch Dam

Author:

Lin Peng,Zhou Weiyuan,Liu Hongyuan

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference34 articles.

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2. Barla G, Debernardi D, Sterpi D (2012) Time-dependent modeling of tunnels in squeezing conditions. Int J Geomech 12:697–710

3. Chen XH et al (1984) Structure model test of brittle materials. China Water Power Press, China, pp 1–10

4. Chow WY, Yang RQ (1984) Determination of stability of arch dam abutment using finite element method and geomechanical models. In: Proc 4th Australia–New Zealand conference on geomechanics, vol 2, Perth, pp 595–600. Publ Barton, Inst of Engineers

5. Fei WP, Zhang L, Zhang R (2010) Experimental study on a geomechanical model of a high arch dam. Int J Rock Mech Min Sci 47(2):299–306

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