STABILITY ANALYSIS OF HUANGTUPO LANDSLIDE
Meng Qingxiao 1,2,3) ; Yao Yunsheng 1,3) ; Hu Guoxin 1,3) ; and Feng Guangyu 1,3)
1)Key Laboratory of Earthquake Geodesy,Institute of Seismology, CEA, Wuhan 430071;2)First Crust Deformation Monitoring and Application Center,CEA,Tianjin 300180;3)Wuhan Base of Institute of Crustal Dynamics,CEA,Wuhan 430071
Abstract A scenario earthquake method is proposed in order to evaluate the seismic risk in the region of the Three Gorges project under the condition that reservoir induced earthquake and tectonic earthquake exist simultaneously. The results show that the scenario earthquake type affects all kinds of eigenvalue of the safety factor of landslide obviously and scenario earthquake location affects the stability evaluation.
Key words ：
scenario earthquake
reservoir earthquake
factor of safety
Huangtupo landslide
Three Gorges reservoir area
Received: 01 January 1900
Corresponding Authors:
Meng Qingxiao
Cite this article:
Meng Qingxiao,Yao Yunsheng,Hu Guoxin et al. STABILITY ANALYSIS OF HUANGTUPO LANDSLIDE[J]. , 2012, 32(6): 65-70.
Meng Qingxiao,Yao Yunsheng,Hu Guoxin et al. STABILITY ANALYSIS OF HUANGTUPO LANDSLIDE[J]. jgg, 2012, 32(6): 65-70.
URL:
http://www.jgg09.com/EN/ OR http://www.jgg09.com/EN/Y2012/V32/I6/65
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