›› 2004, Vol. 25 ›› Issue (3): 503-506.

• Fundamental Theroy and Experimental Research • Previous Articles    

Seepage and safety analysis as well as reinforcement of soil dam of Xianling Reservoir

HU Qiang1，SHE Cheng-xue2   

  1. （1. Design Institute of Hydraulic and Electric Engineering of Hunan Province, Changsha 410007, China； 2. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
  • Received:2002-12-27 Online:2004-03-10 Published:2014-07-15

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Abstract: Based on geological information of the soil dam of the Xianling reservoir in Hunan Province, the seepage of the dam is calculated by FEM and the leakage as well as the percolation failure problem are discussed firstly; then the measures to reinforce the dam are proposed and approved to be reasonable and safety; the methods and conclusions can be valuable for the future safety identification, reinforcement as well as design, construction and management of soil dams.

Key words: soil dam, seepage, reinforcement

CLC Number: 

  • TV 223.4
  • 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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