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Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion

Author(s):


Medium: journal article
Language(s): English
Published in: Journal of Computing in Civil Engineering, , n. 5, v. 31
Page(s): 04017046
DOI: 10.1061/(asce)cp.1943-5487.0000692
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: 10.1061/(asce)cp.1943-5487.0000692.
  • About this
    data sheet
  • Reference-ID
    10258409
  • Published on:
    30/12/2018
  • Last updated on:
    30/12/2018
 
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