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Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method

Author(s):





Medium: journal article
Language(s): English
Published in: Computers and Geotechnics, , v. 166
Page(s): 106009
DOI: 10.1016/j.compgeo.2023.106009
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.compgeo.2023.106009.
  • About this
    data sheet
  • Reference-ID
    10776732
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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