Selection of Support Form and Water-Sealing Measure for Deep Excavation in Miscellaneous Interphase Distribution Strata

Hua Yuan; Pei Yuan

doi:10.4028/www.scientific.net/AMR.594-597.366

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Selection of Support Form and Water-Sealing...

Selection of Support Form and Water-Sealing Measure for Deep Excavation in Miscellaneous Interphase Distribution Strata

Abstract:

This paper summarizes the possible supporting forms of deep excavation which will provide some useful suggestions for retaining structure pattern selection based on the geological characteristics of foundation soil in Kaifeng. Then combing with the irregular-shaped deep excavation of certain civil air defense engineering, a comparatively effective waterproof measure is proposed. Moreover possible problems encountered in the process of construction are discussed, and their corresponding solving ways are illustrated systematically. The research results will contribute to choose the supporting pattern and water sealing measure for deep excavation in Kaifeng region.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

366-369

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.366

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Online since:

November 2012

Authors:

Hua Yuan, Pei Yuan

Keywords:

Cement-Soil Mixing Pile, Deep Excavation, Grouting, Retaining Structure, Vertical Degree Deviation, Waterproof Curtain

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References

[1] J.H. Liu, X.Y. Hou: Excavation Engineering Manual, China Building Industry Press, Beijing (2005), In Chinese.

Google Scholar

[2] Code compiling group: Code for acceptance of construction quality of building foundation, China Building Industry Press, Beijing (2002), In Chinese.

Google Scholar

[3] Code compiling group: Technical code for ground treatment of buildings, China Building Industry Press, Beijing (2002), In Chinese.

Google Scholar

[4] G.M. Davis, P. Horswill: Engineering Geology. Vol. 66 (2002), p.1.

Google Scholar

[5] X.S. Duan, X. Gu, M. Zhang, et al: Hydrogeology and Engineering Geology. (5) (2000), p.47.

Google Scholar