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Three-dimensional upper bound limit analysis of a deep soil-tunnel subjected to pore pressure based on the nonlinear Mohr-Coulomb criterion

Author(s):



Medium: journal article
Language(s): English
Published in: Computers and Geotechnics, , v. 112
Page(s): 293-301
DOI: 10.1016/j.compgeo.2019.04.025
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.2019.04.025.
  • About this
    data sheet
  • Reference-ID
    10675989
  • Published on:
    03/06/2022
  • Last updated on:
    03/06/2022
 
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