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Mechanical behaviour of shield tunnel linings strengthened by steel plates spanning circumferential joints

Author(s): (School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, China)
(State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Beijing, China)
(School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, China)
ORCID (Shanghai Institute of Disaster Prevention and Relief, Tongji University, Shanghai, China)
(Shanghai Institute of Disaster Prevention and Relief, Tongji University, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-18
DOI: 10.1080/15732479.2023.2211964
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: 10.1080/15732479.2023.2211964.
  • About this
    data sheet
  • Reference-ID
    10725355
  • Published on:
    30/05/2023
  • Last updated on:
    02/09/2023
 
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