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Centrifuge testing and numerical modeling of tunnel face stability considering longitudinal slope angle and steady state seepage in soft clay

Author(s):





Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 101
Page(s): 103406
DOI: 10.1016/j.tust.2020.103406
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.2020.103406.
  • About this
    data sheet
  • Reference-ID
    10421107
  • Published on:
    02/05/2020
  • Last updated on:
    02/05/2020
 
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