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Progressive failure analysis of shallow circular tunnel based on the functional catastrophe theory considering strain softening of surrounding rock mass

Author(s):




Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 131
Page(s): 104799
DOI: 10.1016/j.tust.2022.104799
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.2022.104799.
  • About this
    data sheet
  • Reference-ID
    10696647
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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