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Theoretical Analysis of Longitudinal Vertical Displacement of Subway Tunnels Caused by the Construction of Steel Casings for Bridge Piles

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: 10.1061/ijgnai.gmeng-9202.
  • About this
    data sheet
  • Reference-ID
    10789712
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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