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Analysis of Cofferdam and Sand-Filling Subgrade’s Slippage of Binhai Avenue
In this paper we introduce sandbag cofferdam combined with sand-filling core of embankment ,integrate stability’s checking calculation using method of limit equilibrium, analysis and adjustment of parameters, comparing with finite element numerical simulation and other means, in order to analyze nearly horizontal plane landslide, summarize its genesis, deformation mechanism, and provide prevention basis for this kind of landslide.
Analysis of Cofferdam and Sand-Filling Subgrade’s Slippage of Binhai Avenue
In this paper we introduce sandbag cofferdam combined with sand-filling core of embankment ,integrate stability’s checking calculation using method of limit equilibrium, analysis and adjustment of parameters, comparing with finite element numerical simulation and other means, in order to analyze nearly horizontal plane landslide, summarize its genesis, deformation mechanism, and provide prevention basis for this kind of landslide.
Analysis of Cofferdam and Sand-Filling Subgrade’s Slippage of Binhai Avenue
Advanced Materials Research ; 368-373 ; 2056-2059
2011-10-24
4 pages
Article (Journal)
Electronic Resource
English
Analysis of Cofferdam and Sand-Filling Subgrade's Slippage of Binhai Avenue
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