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

Qiujing PanYuan-Jun JiangDaniel Dias
Published in: J. Comput. Civ. Eng. (2017)
Keyphrases
  • stability analysis
  • three dimensional
  • nonlinear systems
  • gravitational search algorithm
  • real time
  • multi modal
  • sliding mode
  • stability margin
  • decision making