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Three-Dimensional Numerical Modeling of Freezing Construction of Underpass Tunnels Considering Orthotropic Anisotropy of Frozen Soil

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: 10.1061/ijgnai.gmeng-9132.
  • About this
    data sheet
  • Reference-ID
    10797910
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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