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Analysis and Control Methods of Side Slope Stability

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Abstract:

This paper makes a comprehensive study of side slope control nearby apartment buildings in a university in Southwest China by investigating its geological condition, making a stability analysis, calculating landslide force, and designing a control project by adopting anti-slide piles plus drainage system, and explores the reasonable pile gap on the basis of anti-sliding stability and security and makes a conclusion.

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Info:

Periodical:

Advanced Materials Research (Volumes 160-162)

Pages:

1628-1635

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.160-162.1628

Citation:

Cite this paper

Online since:

November 2010

Authors:

Wen Gao Tian

Keywords:

Anti-Slide Pile, Reasonable Gap, Side Slope, Stability Analysis

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] Lin Tianqing & Zheng Derong, Highway Barricade Strucutre [M]. People's Jiaotong Press, 2006. Beijing.

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[2] Zhou Jingxing et al, Infrastructre Engineering (2nd ed. ) [M]. Qinghua Univerisity Press, 2007(2) Beijing, 2005(6): 71-74.

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[3] Zheng Lei et al, Analysis of the Decision on Anti-sliding Pile Gap, [J]. Hydrogeology and Eengineering Geology, 2005(6): 71-74.

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[4] Sun Jiaqi et Luo Guoyu, Engineering Geology [M] Wuhan, Wuhan Univerisity of Technology Press, 2003(2).

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[5] Code for Investigation of Geotechnical Engineering (GB50021–2001).

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[6] Technical Code for Design of Ground Treatment (GB50007-2002).

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