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Elastic analysis of stress–displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure

Author(s):

Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , n. 6, v. 23
Page(s): 609-617
DOI: 10.1016/j.tust.2007.11.004

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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.2007.11.004.
  • About this
    data sheet
  • Reference-ID
    10135260
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
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