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A 3D numerical model to determine suitable reinforcement strategies for passing TBM through a fault zone, a case study: Safaroud water transmission tunnel, Iran

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.2019.03.008.
  • About this
    data sheet
  • Reference-ID
    10310726
  • Published on:
    24/03/2019
  • Last updated on:
    24/03/2019
 
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