Numerical analysis of dislocations of the face slabs of the Zipingpu Concrete Faced Rockfill Dam during the Wenchuan earthquake-Reference-Cited by-同舟云学术

Numerical analysis of dislocations of the face slabs of the Zipingpu Concrete Faced Rockfill Dam during the Wenchuan earthquake

Published:2011-12 Issue:4 Volume:10 Page:581-589
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Kong Xianjing,Zhou Yang,Zou Degao,Xu Bin,Yu Long

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-011-0091-z.pdf

Reference29 articles.

1. Chen Shengshui, Huo Jiaping and Zhang Weiming (2008), “Analysis of Effects of “5.12” Wenchuan Earthquake on Zipingpu Concrete Face Rock-fill Dam,” Chinese Journal of Geotechnical Engineering, 30(6): 795–801. (in Chinese)

2. Clough GW and Duncan JM (1971), “Finite Element Analysis of Retaining Wall Behavior,” Journal of Soil Mechanics and Foundation Engineering, 97(12): 1657–1672.

3. Duncan JM and Chang CY (1970), “Nonlinear Analysis of Stress and Strain in Soils,” Journal of Soil Mechanics and Foundations Division, ASCE, 96(9): 1929–1653.

4. Goodman RE, Taylor RL, Brekke et al. (1968), “A Model for the Mechanics of Jointed Rock,” Journal of Soil Mechanics and Foundations Division, ASCE, 94(SM3): 637–659.

5. Gu Ganchen, Shen Changsong and Cen Weijun (2009), Earthquake Engineering for Earthrock Dams, Beijing: China Water Power Press. (in Chinese)

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