Paper Title:
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.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
1840-1845
DOI
10.4028/www.scientific.net/AMM.90-93.1840
Citation
D. Y. Li, L. X. Cao, D. W. Fan, "Influence of Shield Tunneling on a Nearby Buried Pipeline", Applied Mechanics and Materials, Vols. 90-93, pp. 1840-1845, 2011
Online since
September 2011
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$32.00
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