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Analytical solutions for circular tunnels under longitudinally propagating shear waves based on improved foundation beam models considering tangential interaction

Author(s):





Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 123
Page(s): 104444
DOI: 10.1016/j.tust.2022.104444
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.2022.104444.
  • About this
    data sheet
  • Reference-ID
    10660393
  • Published on:
    28/03/2022
  • Last updated on:
    28/03/2022
 
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