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Chloride transport through the interface in repaired marine concrete systems in a cracked state

Auteur(s): ORCID (State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering China University of Mining and Technology Xuzhou China)
ORCID (State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering China University of Mining and Technology Xuzhou China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering China University of Mining and Technology Xuzhou China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering China University of Mining and Technology Xuzhou China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering China University of Mining and Technology Xuzhou China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering China University of Mining and Technology Xuzhou China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering China University of Mining and Technology Xuzhou China)
(Jiangsu Key Laboratory of Construction Materials, School of Material Science and Engineering Southeast University Nanjing China)
Médium: article de revue
Langue(s): anglais
Publié dans: Structural Concrete
DOI: 10.1002/suco.202400088
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1002/suco.202400088.
  • Informations
    sur cette fiche
  • Reference-ID
    10783844
  • Publié(e) le:
    20.06.2024
  • Modifié(e) le:
    20.06.2024
 
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