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Numerical investigation into the composite behaviour of over-deformed segmental tunnel linings strengthened by bonding steel plates

Author(s):



Medium: journal article
Language(s): English
Published in: Soils and Foundations, , n. 4, v. 63
Page(s): 101335
DOI: 10.1016/j.sandf.2023.101335
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.sandf.2023.101335.
  • About this
    data sheet
  • Reference-ID
    10738768
  • Published on:
    02/09/2023
  • Last updated on:
    02/09/2023
 
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