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Effect of inclined layered soils on face stability in shield tunneling based on limit analysis

Author(s):



Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 131
Page(s): 104773
DOI: 10.1016/j.tust.2022.104773
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.2022.104773.
  • About this
    data sheet
  • Reference-ID
    10696664
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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