›› 2007, Vol. 28 ›› Issue (S1): 586-590.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station

XU Ming-yi, ZHEN Hui-feng, WU Yu-sheng, CHEN Shen-hong   

  1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
  • Received:2007-04-10 Online:2007-10-25 Published:2014-03-28

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Abstract: The strength reduction finite element method is used to calculate the deep base anti-slide stability safety factor of the power house section of Wujiang Shatuo Hydropower Station. This method is compared with the most dangerous slip surface search method based on genetic algorithm. The results demonstrate that the results of these two methods are fairly consistent each other; and the positions of slip surface are also much consistent.

Key words: gravity dam, stability analysis, safety factor, strength reduction, slip surface search

CLC Number: 

  • TU 457
  • 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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