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

Author(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)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202400088
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: 10.1002/suco.202400088.
  • About this
    data sheet
  • Reference-ID
    10783844
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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