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Support Pressure for Stability of Horseshoe-Shaped Tunnels in Undrained Clay Using Lower-Bound Finite-Element Limit Analysis

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/(asce)gm.1943-5622.0002621.
  • About this
    data sheet
  • Reference-ID
    10702590
  • Published on:
    11/12/2022
  • Last updated on:
    11/12/2022
 
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