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An analysis method for evaluating the safety of pressure water conveyance tunnel in argillaceous sandstone under water-weakening conditions

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.2019.103264.
  • About this
    data sheet
  • Reference-ID
    10403668
  • Published on:
    28/12/2019
  • Last updated on:
    28/12/2019
 
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