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Three-Dimensional Failure Criteria Based on the Hoek–Brown Criterion

✍ Scribed by Stephen Priest


Book ID
120917678
Publisher
Springer
Year
2012
Tongue
English
Weight
268 KB
Volume
45
Category
Article
ISSN
0035-7448

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This paper uses numerical limit analysis to produce stability charts for rock slopes. These charts have been produced using the most recent version of the Hoek-Brown failure criterion. The applicability of this criterion is suited to isotropic and homogeneous intact rock, or heavily jointed rock mas