Ground Movements in Shield Tunneling and Impacts on Railway Culvert

Yu Zhuo Jia; Rui Li

doi:10.4028/www.scientific.net/AMM.680.190

Paper Titles

The Pole Design of 500kV Centrifugal Concrete Filled Thin-Wall Steel Tubular Structures
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Review of Studies on the Seismic Behavior of Composite Shear Walls with Double Steel Plates and Filled Concrete
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Analysis on the Couple Field of Fixed Tube-Sheet Heat Exchanger
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Aspects of Alternative Dispute Creating Bolted Joint Technology Flowdrill
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Ground Movements in Shield Tunneling and Impacts on Railway Culvert
p.190

Parallel Green Design of Machine Product
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Research on Rolling Element Bearing Fault Diagnosis Based on EEMD and Correlated Kurtosis
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Flexural Capacity of Plate Girders with Corrugated Webs Strengthened with Angles
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Influence of Deformation of the Wheel Disk-Type Body on the Tooth Load Distribution over the Facewidth in Helical Gears
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 680Ground Movements in Shield Tunneling and Impacts...

Ground Movements in Shield Tunneling and Impacts on Railway Culvert

Abstract:

The excavation of the tunnel will inevitably cause the displacement of soil layer, and then further threatens the safety of high-speed railway operation. Under the engineering background of high-speed rail’s box culvert, using the technique of MIDAS/GTS, the establishment is based on 3 d finite element model of tunnel, soil mass and box culvert, to analyze the effects of box culvert settlement that led by shield tunnel excavation. The research indicates that tunnel excavation causes settlement of box culvert to some large extents, the soil mass should be reinforced to ensure the safety of the high-speed railway operations during the shield construction.