Affect of Large Deep Foundation Pit Dewatering on the Neighboring Buildings

Ke Wei Ding; Fan Zhao; Xiao Zhi Zhang

doi:10.4028/www.scientific.net/AMM.580-583.24

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Affect of Large Deep Foundation Pit Dewatering on...

Affect of Large Deep Foundation Pit Dewatering on the Neighboring Buildings

Abstract:

Take the ground-water lowering of foundation pit project in DA Dongmen subway station in Hefei as an example, introduce a kind of environmental impact appraisal model,using softwareFLAC^3D to imitate the key index--surface subsidence, offers relevant safe bases to construct security monitoring department.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

24-27

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.24

Citation:

Cite this paper

Online since:

July 2014

Authors:

Ke Wei Ding, Fan Zhao*, Xiao Zhi Zhang

Keywords:

Environmental Impact Appraisal Model, FLAC³^D, Foundation Pitdewatering, Surface Subsidence

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* - Corresponding Author

References

[1] Qu Junbiao Li Tao: FLAC3D calculates application in the pit precipitation of the deep foundation[A] Building of Shanxi(2006).

Google Scholar

[2] Du Mingyu Ruan Qinsong: Construct and appraise analyzing to the environmental impact around in the deep foundation pit of subway station[A] Railway building(2013).

Google Scholar

[3] Wang Jianxiu Wu Lingao: The deep foundation pit precipitation of subway station brings out and subsides the mechanism and computing technology[A]Rock mechanics and project journal(2009).

Google Scholar

[4] Zhao Ming Yu Kailin: Appraise system to study in pit precipitation environmental impact of the foundation[A] Construction technology (2011).

Google Scholar

[5] Linin LuJianyong: Foundation pit precipitation analyze to peripheral building and qualification on influence of surface subsidence [A] Architecture science(2010).

Google Scholar

[6] LouRongxiang ZhouNianqing: The pit precipitation numerical simulation of deep foundation stands in Subway Line No. 11 Xujiahui of Shanghai [A] Underground space and project journal (2011).

Google Scholar

[7] Zhang Zhengshuan : The pite precipitation of the foundation causes the crack of building around analysis [A] Project quality (2012).

Google Scholar

[8] Wang Wenfeng: To the predict building subside caused by the pit precipitation of thefoundation and give prevention measure[A] Reconnoitre in the railway(2013).

Google Scholar