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A sensitivity study and robustness evaluation of the CWFS and DISL approaches for brittle failure continuum modelling around underground excavations

Author(s):
ORCID


Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 161
Page(s): 106523
DOI: 10.1016/j.tust.2025.106523
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.2025.106523.
  • About this
    data sheet
  • Reference-ID
    10818861
  • Published on:
    11/03/2025
  • Last updated on:
    11/03/2025
 
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