Chapter
Apr 26, 2012
Analysis on Failure Mechanism and Evaluation about Static Stability and Seismic Response for Luanshigang Landslide
Authors: Miaolin Dai [email protected], Yi Kuang [email protected], Wuyi Chen [email protected], Jian Li [email protected], and Tiancheng Huang [email protected]Author Affiliations
Publication: Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
Luanshigang landslide is located in Sichun province of China. This paper introduces the influencing factors about the stability of landslide, which include the characteristics of landslide topography, regional geological structure, geological conditions, as well as rainfall, earthquakes, human activity and so on. Therefore, the failure mechanism of the landslide can be divided into many types. The mode and the cause of Luanshigang landslide are analyzed, the whole process of the creep — cut landslide mode is simulated. The present landslide stability is conducted and evaluated by numerical simulation. Furthermore, the seismic response and stability of the landslide is researched. Based on the analysis results, the stability of the landslide is evaluated and the reinforced method is suggested.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Affiliations
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University; Xikang Road NO.1, Nanjing, China. E-mail: [email protected]
College of water conservancy and Hydropower Engineering, Hohai University; Nanjing, China. E-mail: [email protected]
Chengdu Hydroelectric Investigation & Design Institute, Chengdu, China,. E-mail: [email protected]
Chengdu Hydroelectric Investigation & Design Institute, Chengdu, China,. E-mail: [email protected]
College of water conservancy and Hydropower Engineering, Hohai University; Nanjing, China. E-mail: [email protected]
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