A three-dimensional procedure for evaluating the stability of gravity dams against deep slide in the foundation

Author:

Sun Guan-Hua,Zheng Hong,Liu De-Fu

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. Stability of rock slopes. A three-dimensional study;Londe;J Soil Mech Found Div ASCE,1969

2. Stability of rock slopes—graphical methods;Londe;J Soil Mech Found Div ASCE,1970

3. Failure analysis of high-concrete gravity dam based on strength reserve factor method;Zhou;Comput Geotech,2008

4. Stability assessment of the Three-Gorges Dam foundation using physical and numerical modeling-Part II: numerical modeling;Liu;Int J Rock Mech Min Sci,2003

5. Gravity dam analysis: the effect of valley width;Campbell,1975

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