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An efficient approach for determination of equivalent design strength and probability of failure for tunnel face in spatially random soils

Author(s): ORCID



Medium: journal article
Language(s): English
Published in: Structures, , v. 73
Page(s): 108346
DOI: 10.1016/j.istruc.2025.108346
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.istruc.2025.108346.
  • About this
    data sheet
  • Reference-ID
    10815478
  • Published on:
    03/02/2025
  • Last updated on:
    03/02/2025
 
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