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Permanent tunnel support with reinforced shotcrete arches and forepoling in over-consolidated till and weathered rock. A case study based on the construction of the Bergås tunnel, Norway

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.tust.2024.106256.
  • About this
    data sheet
  • Reference-ID
    10808655
  • Published on:
    07/01/2025
  • Last updated on:
    07/01/2025
 
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