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Experimental study on deformational resilience of longitudinal joint in shield tunnel lining

Author(s): (Faculty of Engineering, China University of Geosciences, Wuhan, China)
(National Institute of Standards and Technology, Gaithersburg, MD, USA)
ORCID (Key Laboratory of Geotechnical and Underground Engineering of Minister of Education and Department of Geotechnical Engineering, Tongji University, Shanghai, China)
ORCID (Key Laboratory of Geotechnical and Underground Engineering of Minister of Education and Department of Geotechnical Engineering, Tongji University, Shanghai, China)
(Center for Technology and Systems Management, Department of Civil and Environmental Engineering, University of Maryland, College Park, MD, USA)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 3, v. 20
Page(s): 1-12
DOI: 10.1080/15732479.2022.2095409
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: 10.1080/15732479.2022.2095409.
  • About this
    data sheet
  • Reference-ID
    10690351
  • Published on:
    13/08/2022
  • Last updated on:
    10/02/2024
 
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