Analysis on the Karst Foundation Collapse Caused by Groundwater Flow

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Abstract:

By the traditional calculation method of evaluating the stability of the karst foundation, the results often exist certain differences from actual engineering situation. Based on the hydrodynamics theories and the engineering case, a model of karst groundwater flow is established, the groundwater hydrodynamic force and the ability of carrying particles in sandy foundation of karst areas are calculated, and the karst foundation stability is evaluated in this paper.

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Periodical:

Advanced Materials Research (Volumes 250-253)

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1537-1542

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Shouzeng Zhu, Jianhong Zhou, Xuejun Chen. Journal of Guilin institute of technology. Vol.20(2000), pp.100-105.(In Chinese)

Google Scholar

[2] Zhikui Liu, Jincheng Liang, Jianghong Zhou. Journal of Engineering Geology. Vol.12(2004), pp.45-49.(In Chinese)

Google Scholar

[3] Guoliang Ghen, Karst collapse of ground soil genesis, prevention and remediation[M], Beijing, China Railway Publishing house, (1994) .(In Chinese)

Google Scholar

[4] Chuanzheng Liu, Investigation of Geological Disaster Guidebook[M], BeiJing,The Geological Publishing House,(2000) .(In Chinese)

Google Scholar

[5] Victor L.Streeter,E.benjamin Wylie, Keith W bedford, Fluid Mechanics[M],BeiJing,Qing Hua University Publishing House,(2003) .(In English)

Google Scholar

[6] changzhi Cheng , Engineering Fluid Mechanics[M],Wuhan, HuaZhong University Of Science And Technology Publishing House, (2007) .(In Chinese)

Google Scholar

[7] Geotechnical Engineering Investigation report of Biopharmacy laboratory building of GinLin Medical University[R], Investigations and Design Institute, GuiLin University of technology,(2006) .(In Chinese)

Google Scholar