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Application of the Cohesion Softening–Friction Softening and the Cohesion Softening–Friction Hardening Models of Rock Mass Behavior to Estimate the Specific Energy of TBM, Case Study: Amir–Kabir Water Conveyance Tunnel in Iran

Author(s):

Medium: journal article
Language(s): English
Published in: Geotechnical and Geological Engineering, , n. 1, v. 37
Page(s): 375-387
DOI: 10.1007/s10706-018-0617-5
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/s10706-018-0617-5.
  • About this
    data sheet
  • Reference-ID
    10673957
  • Published on:
    29/05/2022
  • Last updated on:
    29/05/2022
 
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