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A prestressed anchor-grouting reinforcement method based on the novel HFQSME grouting material for deep high-stress fractured rock mass

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: 10.1016/j.cscm.2024.e03889.
  • About this
    data sheet
  • Reference-ID
    10801016
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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