Analysis on the Groundwater Control for Shallow Pedestrian Tunnel in Round Gravel Layer

Hua Yuan

doi:10.4028/www.scientific.net/AMM.470.911

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Review on Aquifer Structure Theory in Aquifer Layered Distribution Area
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Analysis on the Groundwater Control for Shallow Pedestrian Tunnel in Round Gravel Layer
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 470Analysis on the Groundwater Control for Shallow...

Analysis on the Groundwater Control for Shallow Pedestrian Tunnel in Round Gravel Layer

Abstract:

Underground engineering accidents occurred recently have highlighted the importance of groundwater control. At present, there is little analysis about the groundwater control for shallow pedestrian tunnel located in high permeable round gravel layer. In this paper, the groundwater control method for pedestrian tunnel in such strata is researched. The proposed groundwater control scheme is eventually adopted, and has been proved effective with the successful completion of Kerry – Huarun Pedestrian tunnel project.

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Periodical:

Applied Mechanics and Materials (Volume 470)

Pages:

911-914

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.470.911

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Online since:

December 2013

Authors:

Hua Yuan*

Keywords:

Pedestrian Tunnel, Round Gravel, Sealing Curtain, Shallow, Well Point Dewatering

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