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

Author(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)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 6, v. 23
Page(s): 3995-4009
DOI: 10.1002/suco.202100755
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.202100755.
  • About this
    data sheet
  • Reference-ID
    10685371
  • Published on:
    13/08/2022
  • Last updated on:
    20/02/2023
 
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