›› 2007, Vol. 28 ›› Issue (S1): 609-612.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Check analysis of dam base’s stability of Xiaowan arch dam

ZHANG Xue-jing, ZHANG Jian-hai, WU Shu-wei   

  1. Sichuan University, Chengdu 610065, China)
  • Received:2007-03-23 Online:2007-10-25 Published:2014-03-28

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Abstract: Dam base’s stability of Xiaowan arch dam has been investigated by using 3-D FEM according to the actual engineering requirements of Xiaowan power station on dam base’s shallow research. It is found that the weakest position between pedion and enveloping surfaces locates 2m bellow dam base. Face safety factors of the enveloping surfaces of different slip angles, will decrease with a decrease in slip angle.

Key words: Xiaowan project, arch dam, shallow statum, 3-D FEM

CLC Number: 

  • TV 642
  • 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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