›› 2004, Vol. 25 ›› Issue (1): 165-168.

• Fundamental Theroy and Experimental Research • Previous Articles    

Analysis of earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam

WANG Ling-ling1，HE Yun-long2，FEI Wen-ping3   

  1. 1. Hebei Provincial Architectural Design and Research Institute Shanghai Branch, Shanghai 200125, China ; 2. School of Water Resources and Hydropower, Wuhan University, Wuhan 430072, China ; 3. School of Water Resources and Hydropower, Sichuan University, Sichuan 610065, China
  • Received:2002-08-25 Online:2004-01-10 Published:2014-07-15

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Abstract: Earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam is analyzed. Permanent deformation is computed by transforming the shearing strain to static load and using the static balance principle. The effective stress method is adopted to analyze the liquefaction problem.

Key words: permanent deformation, liquefaction, effective stress method

CLC Number: 

  • TV 641.4
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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