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

Auteur(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)
Médium: article de revue
Langue(s): anglais
Publié dans: Structure and Infrastructure Engineering, , n. 3, v. 20
Page(s): 1-12
DOI: 10.1080/15732479.2022.2095409
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1080/15732479.2022.2095409.
  • Informations
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  • Reference-ID
    10690351
  • Publié(e) le:
    13.08.2022
  • Modifié(e) le:
    10.02.2024
 
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