Analysis on Stability of Reinforced Soil at Shield Departure Area

Da Hu Rui; Yang Wang; Chang Hai Zhang; Yong Shuan Chen

doi:10.4028/www.scientific.net/AMM.204-208.215

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Nonlinear Dynamic Analysis of the Foundation Soil and the Gravity Pier
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Study on a Calculation Method of Critical Embankment Height on Natural Soft Foundation Considering the Effect of Crust Layer
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The Influnce of Velocity for a Moving Load on the Vibration Isolation Using Pile Group
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Analysis on Stability of Reinforced Soil at Shield Departure Area
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Research on FLAC 3D Numerical Simulation of Working Mechanism of Compaction Pile Composite Foundation
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Stability Analysis of Duchuanbian Collapse
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The Analysis of Pile Deformat on Impact Factor of Pile Retaining Wall in Expansive Soil Area
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Evolution Laws on Longitudinal Slope of Gully Affected by Debris Flow Erosion
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Analysis on Stability of Reinforced Soil at Shield...

Analysis on Stability of Reinforced Soil at Shield Departure Area

Abstract:

Abstract: Based on the design and construction of the south shaft of Yellow River Crossing Project, this paper calculated the grouting reinforcement range by theory method, which includes block strength theory, clay soil slippage theory and soil disturbance limit equilibrium theory. Owing to the thickness value was calculated by those theory methods which are conservative[1], so this paper will reduce the thickness value on the basis of theoretical value, then made the analysis on the stability through shield-driven numerical simulation , emphatically analyzed the displacement field. We can find that reducing the range of reinforced soil is feasible. In addition, the dimension of reinforced soil should satisfy the requirement from waterproof and collapse-proof. The research result is hopeful to provide theoretical basis and help for the design and construction of shield-driven.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

215-219

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.215

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Online since:

October 2012

Authors:

Da Hu Rui*, Yang Wang, Chang Hai Zhang, Yong Shuan Chen

Keywords:

Departure from Shaft, Numerical Simulation, Reinforced Soil, Shield Tunnel, Stability

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* - Corresponding Author

References

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