Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 5: Monitoring, Evaluation and Reinforcement Technique of Civil Engineering
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, C. W. Liu, J. Ding, Y. L. Guo, "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
$32.00
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