4.7 Article

Slope Stability Analysis using Equivalent Mohr-Coulomb and Hoek-Brown criteria

Journal

ROCK MECHANICS AND ROCK ENGINEERING
Volume 53, Issue 1, Pages 13-21

Publisher

SPRINGER WIEN
DOI: 10.1007/s00603-019-01889-3

Keywords

Factor of safety; Elastic analysis; Confining stress range; Limit equilibrium analysis; Area of failure; In situ stress ratio

Funding

  1. Natural Sciences and Engineering Research Council of Canada [NSERC: RES0014117]

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