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Stability analysis and failure mechanism of the steeply inclined bedded rock masses surrounding a large underground opening

Author(s):





Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 77
Page(s): 45-58
DOI: 10.1016/j.tust.2018.03.023
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.2018.03.023.
  • About this
    data sheet
  • Reference-ID
    10089283
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
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