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Effects of overconsolidation ratio on tunnel responses due to overlying basement excavation in clay

Author(s):




Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 97
Page(s): 103247
DOI: 10.1016/j.tust.2019.103247
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.2019.103247.
  • About this
    data sheet
  • Reference-ID
    10409199
  • Published on:
    10/01/2020
  • Last updated on:
    10/01/2020
 
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