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

Abstract:

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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.

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

2056-2059

DOI:

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

Citation:

C. Y. Liu et al., "Analysis of Cofferdam and Sand-Filling Subgrade’s Slippage of Binhai Avenue", Advanced Materials Research, Vols. 368-373, pp. 2056-2059, 2012

Online since:

October 2011

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Price:

$35.00

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