Strength Design of Reinforced Soil in the Front of Shield Departure Shaft

Xian Yang; Ke Neng Zhang

doi:10.4028/www.scientific.net/AMR.261-263.1584

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Google Earth as a Tool in Terrain Survey of Debris Flow Watershed
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Analysis into How to Determine the Spring Constant of Groundwork in Design of Underground Structure
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Numerical Analysis on Interaction of Superstructure-Piled Raft Foundation-Foundation Soil
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Strength Design of Reinforced Soil in the Front of Shield Departure Shaft
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On-Site In-Suit Test Research of Horizontal Bearing Capacity on Inclined Steel Pipe Piles
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Strength Design of Reinforced Soil in the Front of...

Strength Design of Reinforced Soil in the Front of Shield Departure Shaft

Abstract:

In the construction of shield tunnel, the strength of reinforced soil in the front of departure shaft concerns directly the security of construction. Based on Mechanics of Elastic Structures theory, a thin plate model about reinforced soil is introduced, the maximum stress on reinforced soil is calculated. The security of strength in reinforced area is discussed. With the derived formulas, the needed bending and shear strength of reinforced soil in the project of Beijing Metro Line No. 4 is calculated beforehand, and appropriate material and construction parameters are selected in reinforcement according to the calculate result.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

1584-1588

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.1584

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Online since:

May 2011

Authors:

Xian Yang, Ke Neng Zhang

Keywords:

Departure Shaft, Maximum Stress, Reinforced Soil, Security, Strength

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References

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