›› 2007, Vol. 28 ›› Issue (S1): 338-342.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project

YU Wei-ming1, SHE Cheng-xue2   

  1. 1. Hunan Institute of Survey and Design of Hydraulic and Hydropower Engineering, Changsha 410007, China; 2. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
  • Received:2007-06-06 Online:2007-10-25 Published:2014-03-28

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Abstract: By using the Duncan E-B constitutive model, the concrete-faced rockfill dam of Taoshui Reservoir project is calculated under the construction stage and impounding stage respectively. The deformation and stress distribution of rockfill and concrete face are obtained, which are proved to be reasonable compared with the other projects in China.The results are valuable for the design and construction of the similar dams.

Key words: concrete-faced rockfill dam, E-B constitutive model, FEM

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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