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Effects of curing conditions with different temperature and humidity on damage evolution of concrete during freeze–thaw cycling

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: 10.1617/s11527-022-01921-z.
  • About this
    data sheet
  • Reference-ID
    10660259
  • Published on:
    28/03/2022
  • Last updated on:
    28/03/2022
 
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