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Quantitatively assessing the pre-grouting effect on the stability of tunnels excavated in fault zones with discontinuity layout optimization: A case study

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: 10.1007/s11709-019-0563-1.
  • About this
    data sheet
  • Reference-ID
    10377069
  • Published on:
    24/10/2019
  • Last updated on:
    28/12/2019
 
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