›› 2008, Vol. 29 ›› Issue (6): 1719-1722.

• Fundamental Theroy and Experimental Research • Previous Articles    

Study on stability against deep sliding of gravity dam

ZHOU Ze1, ZHOU Feng1, PAN Jun-xiao1, WANG Zhen-yu2   

  1. 1. Ningbo Municipal General Station for Safety and Quality Supervision of Architectural Engineering, Ningbo 315010, China; 2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China
  • Received:2006-08-04 Online:2008-06-10 Published:2013-07-15

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Abstract: Some problems such as fuzzy physical meaning, imperatively discerption of resistance and action involved in the wedge stability analysis method specified in the Gravity Dam Design Code（DL5108－1999）, are put for ward, based on introducing the destruction types of deep slide of gravity dam and rigid equilibrium limit method. And the reasonable expression of analysis presented in this paper is not only very clear but also the result is apt to safety through a practical engineering example.

Key words: gravity dam, stability against deep sliding, rigid equilibrium limit, limit state

CLC Number: 

  • TV642.3
  • 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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