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

Autor(en): 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)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Structural Concrete
DOI: 10.1002/suco.202400088
Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1002/suco.202400088.
  • Über diese
    Datenseite
  • Reference-ID
    10783844
  • Veröffentlicht am:
    20.06.2024
  • Geändert am:
    20.06.2024
 
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