DocumentCode
2093635
Title
3D Evaluation and Analysis of Landslide Instability Mechanism of Reservoir Banks: A Case Study in the Three Gorges Reservoir
Author
Li, Mingchao ; Wang, Zhongyao ; Liu, Jie
Author_Institution
Sch. of Civil Eng., Tianjin Univ., Tianjin, China
Volume
1
fYear
2008
fDate
20-22 Dec. 2008
Firstpage
560
Lastpage
563
Abstract
Aiming at the inducement mechanism problem of the landslide instability of reservoir banks, the 3D method is used to resolve it with an instance in the Three Gorges reservoir. First of all, by the detailed analysis to the internal and external conditions of the landslide, the critical factors to the stability were summarized, including the anterior part and the reservoir water effect. And then, the coefficients of stabilization were computed and evaluated using the 3D limit equilibrium method, for the anterior part and the whole under the rising and the rapid drawdown conditions of the reservoir level, respectively. The results indicate that the anterior part is stable at present, the effect of the level rise is poor, but the rapid drawdown will lower the stability of the landslide. These can offer powerful support to the monitor and control of the landslide.
Keywords
computer graphics; dams; geotechnical engineering; reservoirs; structural engineering computing; 3D evaluation; 3D limit equilibrium method; Three Gorges reservoir; anterior part; landslide instability mechanism; reservoir banks; reservoir level; reservoir water effect; stabilization; Civil engineering; Computer science; Failure analysis; Geology; Power engineering computing; Reservoirs; Stability analysis; Surface topography; Terrain factors; Water resources; 3D computation; instability mechanism; landslide; reservoir level;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Computational Technology, 2008. ISCSCT '08. International Symposium on
Conference_Location
Shanghai
Print_ISBN
978-1-4244-3746-7
Type
conf
DOI
10.1109/ISCSCT.2008.67
Filename
4731491
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