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A comparison between the distinct element method and the finite element method for analysis of the stability of an excavation in jointed rock

Author(s):

Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , n. 1-2, v. 5
Page(s): 111-117
DOI: 10.1016/0886-7798(90)90066-s
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: 10.1016/0886-7798(90)90066-s.
  • About this
    data sheet
  • Reference-ID
    10111577
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
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