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Recovery of longitudinal deformational performance of shield tunnel lining by soil Grouting: A case study in Shanghai

Author(s):




Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 134
Page(s): 104929
DOI: 10.1016/j.tust.2022.104929

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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: 10.1016/j.tust.2022.104929.
  • About this
    data sheet
  • Reference-ID
    10709082
  • Published on:
    21/03/2023
  • Last updated on:
    21/03/2023
 
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