2020•International Journal of Rock Mechanics and Mining SciencesOpen access

Three-dimensional stability assessment of slopes in intact rock governed by the Hoek-Brown failure criterion

Dowon Park, Radosław L. Michałowski

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Key concepts: Hoek–Brown failure criterion, Limit analysis, Brittleness, Geotechnical engineering, Parametric statistics, Stability (learning theory), Geological Strength Index, Nonlinear system

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Three-dimensional stability assessment of slopes in intact rock governed by the Hoek-Brown failure criterion — Research Paper | ScholarLens