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《Journal of Yangtze River Scientific Research Institute》 2001-06
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Stability analysis on high slopes of TGP lock under seismic action

PENG Ding CHENG Ling ling (Yangtze River Scientific Research Institute, Wuhan 430010, China)  
A series of calculations, including mechanical parameters such as the dynamic characteristics, dynamic stress, dynamic displacement and dynamic magnification coefficient of the slope and the slope stability under seismic action, have been carried out using finite element method and the improved Sarma program. The result shows that the slopes of TGP lock are stable under the self weight and earthquake load.
【CateGory Index】: U641
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