Analysis of Affecting Factors of Ground Deformation Based on Shield Tunnel Excavation

Li Xin Li; Qi Yun Zou; Jun Jia Wang

doi:10.4028/www.scientific.net/AMM.441.615

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 441Analysis of Affecting Factors of Ground...

Analysis of Affecting Factors of Ground Deformation Based on Shield Tunnel Excavation

Abstract:

The shield tunnel method is a way that widely used in tunnel build. However, the ground surface displacement and deformation because of tunnel excavation will bring a series of affections in our engineering. By using the finite element model of different tunnel excavation depth, different elastic modulus and different tunnel diameter of the tunnel, we predicted it correctly. Finally, we get the relationship between the surface displacement and the depth of tunnel excavation, diameter, strength of soil.

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Periodical:

Applied Mechanics and Materials (Volume 441)

Pages:

615-618

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.441.615

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Online since:

December 2013

Authors:

Li Xin Li, Qi Yun Zou, Jun Jia Wang

Keywords:

Depth of Tunnel Excavation, Shield Tunnel, Strength of Soil, Surface Displacement, Tunnel Diameter

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References

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