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Improving early compressive strength of precast concrete by increasing active silicon content

Auteur(s): ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou Jiangsu China)
Médium: article de revue
Langue(s): anglais
Publié dans: Structural Concrete, , n. 6, v. 23
Page(s): 3995-4009
DOI: 10.1002/suco.202100755
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.202100755.
  • Informations
    sur cette fiche
  • Reference-ID
    10685371
  • Publié(e) le:
    13.08.2022
  • Modifié(e) le:
    20.02.2023
 
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