Numerical Analysis of Metro Station Construction by Large-Diameter Shield and Pile-Beam-Arch Method

Abstract:

In more and more complicated urban building environment, a new construction method that metro engineering is constructed by large-diameter shield and shallow mining method can be regarded as a great attempt in China. By taking the Gaojiayuan station of Beijing metro line 14 as an engineering background, the main construction steps for the platform of the metro station built by a large-size shield with an outer diameter of 10 m and the Pile-Beam-Arch (PBA) method are introduced. Based on the soil-structure interaction theory, a two-dimensional finite element model is used to simulate the shield tunneling and the platform construction by the PBA method to enlarge the shield tunnel. The ground deformation and structural stress of the platform are predicted. The numerical results can be regarded as a valuable reference for the application of the new construction method in Beijing metro line 14.

• Periodical: Advanced Materials Research (Volumes 368-373)
• Pages: 2711-2715
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.368-373.2711
• Online since: October 2011
• Authors: De Yun Ding, Xiu Ren Yang, Wei Dong Lu, Wei Ning Liu, Mei Yan, Ai Min Li
• Keywords: Ground Deformation, Large-Diameter Shield, Metro Station, Numerical Simulation, Pile-Beam-Arch (PBA) Method, Structural Stress

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DOI: 10.18057/icass2018.p.035

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