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Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis

Author(s):


Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 28
Page(s): 287-296
DOI: 10.1016/j.tust.2011.12.005
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.2011.12.005.
  • About this
    data sheet
  • Reference-ID
    10125479
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
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