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Stability analysis of Zhaojiapo High Cut Slope based on improved first-order quadric moment method
Authors:WANG Hong-xing  WANG Guan  TANG Hui-ming
Institution:1.Engineering Faculty, China University of Geosciences, Wuhan 430074, China; 2. Faculty of Computer, China University of Geosciences, Wuhan 430074, China
Abstract:An improved first-order quadric moment method is used to analyze the stability of slope; and a new calculation method suitable to programming for computer is used to solve reliability index. And then the methods are used to analyze the reliability of stability of Zhaojiapo High Cut Slope in Three Gorges area. The analytical results show that the reliability index and failure probability in the first potential sliding plane can satisfy permissible risk level, that shows, it is stable; the reliability index and failure probability in the second potential sliding plane can not satisfy permissible risk level, thus it should be strengthened; and the stability factor has a good consistence with the results of reliability analysis.
Keywords:improved first-order quadric moment method  high cut slope  stability  reliability  reliability index  failure probability  
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