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Modified analytical solution of shield tunnel lining considering nonlinear bending stiffness of longitudinal joint

Author(s):



Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 106
Page(s): 103625
DOI: 10.1016/j.tust.2020.103625
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.2020.103625.
  • About this
    data sheet
  • Reference-ID
    10446574
  • Published on:
    10/10/2020
  • Last updated on:
    10/10/2020
 
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