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Theoretical solution and failure analysis of water pressure on lining of deep-buried non-circular hydraulic tunnel based on the equivalent hydraulic radius method

Author(s): ORCID




Medium: journal article
Language(s): English
Published in: Engineering Failure Analysis, , v. 148
Page(s): 107163
DOI: 10.1016/j.engfailanal.2023.107163
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.engfailanal.2023.107163.
  • About this
    data sheet
  • Reference-ID
    10777012
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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