ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION

Peng Jimin; Zhang Mengxi

doi:10.13204/j.gyjz200509014

Volume 35 Issue 9

Dec. 2014

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Peng Jimin, Zhang Mengxi. ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 50-53. doi: 10.13204/j.gyjz200509014

Citation:

Peng Jimin, Zhang Mengxi. ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 50-53. doi: 10.13204/j.gyjz200509014

Peng Jimin, Zhang Mengxi. ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 50-53. doi: 10.13204/j.gyjz200509014

Citation:

Peng Jimin, Zhang Mengxi. ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 50-53. doi: 10.13204/j.gyjz200509014

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ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION

doi: 10.13204/j.gyjz200509014

1.
Department of Civil Engineering,Shanghai University Shanghai 200072

Received Date: 2005-02-20
Publish Date: 2005-09-20

Abstract

Abstract

Considering the coupled action of soil, underground pipelines, shield shell and tunnel lining, with software of ANSYS, a three dimensional finite element method is used to analyze the displacements of underground pipelines caused by shield construction. Displacements of underground pipelines affected by the propelling force of shield, distance between working face of shield and pipelines as well as injected slurry etc are studied.
- shield construction,
- underground pipelines,
- 3D-FEM injected,
- slurry

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References(11)

References

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