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An analytical solution for shear bearing capacity of circumferential joints of precast concrete segmental tunnel linings considering dowel action

Author(s): ORCID (Department of Geotechnical Engineering, College of Civil Engineering Tongji University Shanghai China)
(Department of Geotechnical Engineering, College of Civil Engineering Tongji University Shanghai China)
(Department of Geotechnical Engineering, College of Civil Engineering Tongji University Shanghai China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202400250
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: 10.1002/suco.202400250.
  • About this
    data sheet
  • Reference-ID
    10790586
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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