Study on Simulation Analysis of Excavation Deep Foundation Pit in Qingnian Road Station of Tianjin Subway Line 2

Yang Bai; Peng Bo Cui; Jing Bo Wu; Lei Wu

doi:10.4028/www.scientific.net/AMM.580-583.1112

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Study on Simulation Analysis of Excavation Deep...

Study on Simulation Analysis of Excavation Deep Foundation Pit in Qingnian Road Station of Tianjin Subway Line 2

Abstract:

On the basis of hydrogeology data,Mohr-Coulomb constitutive model in software MIDAS GTS was employed to simulate excavation deep foundation pit in Qingnian Road station of Tianjin subway line 2 after each excavation step of different construction procedures.It is positive scinentifcity for simulating excavation pit ahead of time and predicting its deformation and displacement characteristics in the foundation pit,and it is significant for the timely revision of the schemes in the next construction process.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1112-1115

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1112

Citation:

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Online since:

July 2014

Authors:

Yang Bai*, Peng Bo Cui, Jing Bo Wu, Lei Wu

Keywords:

Analogue Simulation, Deep Foundation Pit, MIDAS GTS, Retaining Structure, Tianjin Subway

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* - Corresponding Author

References

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