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Incremental procedure method for the analysis of ground reaction due to excavation of a circular tunnel by considering the effect of overburden depth

Author(s):
Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 93
Page(s): 103059
DOI: 10.1016/j.tust.2019.103059
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.2019.103059.
  • About this
    data sheet
  • Reference-ID
    10365026
  • Published on:
    21/08/2019
  • Last updated on:
    06/10/2019
 
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