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A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass

Author(s):

Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , n. 5, v. 23
Page(s): 588-599
DOI: 10.1016/j.tust.2007.11.002
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.2007.11.002.
  • About this
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  • Reference-ID
    10135250
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
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