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Elasto-plastic analysis of the surrounding rock mass in circular tunnel using a new numerical model based on generalized nonlinear unified strength theory

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.2022.105163.
  • About this
    data sheet
  • Reference-ID
    10776762
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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