Influence of Shield Tunneling on a Nearby Buried Pipeline

Da Yong Li; Li Xue Cao; De Wei Fan

doi:10.4028/www.scientific.net/AMM.90-93.1840

Paper Titles

The Empirical Formula Research and the Test for the Soft Clay Coupled Consolidation and Creep Character in Different Drainage Conditions
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Large Extrusion Deflection Control Technology for Tunnel in Active Fault Zone
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Stress Analysis of Metro Shield Tunnel Segment — Based on 3D Discontinuous Contact Computational Model
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Comparative Analysis of CRD Method and Three-Bench Method with Temporary Invert
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Influence of Shield Tunneling on a Nearby Buried Pipeline
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Study on Settlement of Highway Bed due to Underground Construction of Crossing Railway Tunnels
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The Simulation Analysis of Large Cross-Section Soft Rock Tunnel Excavation under the Bias Terrain
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Study on the Interface Mechanical Characteristic of Geotechnical Prestressed Anchorage Bolt under Step Loading by Model Test
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The Foundation Liquefaction and Permanent Deformation Analysis of Diversion Dike for Nuclear Power Plant
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Influence of Shield Tunneling on a Nearby Buried...

Influence of Shield Tunneling on a Nearby Buried Pipeline

Abstract:

The influence of shield tunneling on a nearby buried pipeline is studied by using the analytical method. Equations of displacements, rotations, bending moments, and shearing forces of a buried pipeline are set up respectively on the base of the theory of Winkler’s beam on elastic foundation. It shows the maximum settlement of the buried pipeline occurs in its middle span. Both the maximum bending moment and the shearing force of a buried pipeline take place at its two ends. The diffusion angle of the subgrade and the buried depth of the buried pipeline play an important role in the behavior of the buried pipeline.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1840-1845

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1840

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Online since:

September 2011

Authors:

Da Yong Li, Li Xue Cao, De Wei Fan

Keywords:

Buried Pipeline, Displacement of Buried Pipeline, Shield Tunneling, Stress of Buried Pipeline, Winkler's Beam on Elastic Foundation

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References

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