Analysis of Cofferdam and Sand-Filling Subgrade’s Slippage of Binhai Avenue

Chun Yuan Liu; Cheng Wei Liu; Jie Ding; Yu Lian Guo

doi:10.4028/www.scientific.net/AMR.368-373.2056

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The Quasi-Frame-Shear-Wall Method for Reinforcement of Concrete-Masonry Mixed Structures
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Study on the Bearing Mechanism of Squeezed Branch Pile Based on BOTDR
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Analysis of Cofferdam and Sand-Filling Subgrade’s...

Analysis of Cofferdam and Sand-Filling Subgrade’s Slippage of Binhai Avenue

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2056-2059

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.2056

Citation:

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Online since:

October 2011

Authors:

Chun Yuan Liu, Cheng Wei Liu, Jie Ding, Yu Lian Guo

Keywords:

ABAQUS, Cofferdam, Horizontal Landslide, Sandbag, Stability, Subgrade

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References

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