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Study on deformation law of double-line shield tunnel obliquely crossing underneath existing municipal tunnel

Author(s):







Medium: journal article
Language(s): English
Published in: IOP Conference Series: Materials Science and Engineering, , n. 1, v. 741
Page(s): 012025
DOI: 10.1088/1757-899x/741/1/012025
Abstract:

This paper mainly relies on the project of Hangzhou Metro Line 5 obliquely crossing underneath Zijingang Road Tunnel. The paper analyzes the influence of the shield position on the vertical displacement and torsion of the existing tunnel. Grouting pressure and stratum reinforcement conditions are also considered. And find the law of the influence of various construction technical parameters on deformation under different excavation stages. Then give corresponding advice for the project and provide guidance and reference for similar projects in the future.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1088/1757-899x/741/1/012025.
  • About this
    data sheet
  • Reference-ID
    10675407
  • Published on:
    29/05/2022
  • Last updated on:
    29/05/2022
 
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