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The propensity of the over-stressed rock masses to different failure mechanisms based on a hybrid probabilistic approach

Author(s):


Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 119
Page(s): 104214
DOI: 10.1016/j.tust.2021.104214
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.2021.104214.
  • About this
    data sheet
  • Reference-ID
    10637228
  • Published on:
    30/11/2021
  • Last updated on:
    30/11/2021
 
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