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Analysis of excavation stability in hard rock tunnel by brittle elastoplasticity damage FEM

Author(s):

Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , n. 3-4, v. 21
Page(s): 345-346
DOI: 10.1016/j.tust.2005.12.166
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.2005.12.166.
  • About this
    data sheet
  • Reference-ID
    10133018
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
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