Reliability analysis of rock mass response by means of Random Set Theory

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Keywords: Convergence-confinement method; Convex analysis; Distinct element method; Importance sampling; Interval analysis; Monte Carlo simulation; Random Set Theory; Reliability analysis; Rock slope stability; Upper and lower probabilities

Document Type: Research Article

DOI: http://dx.doi.org/10.1016/S0951-8320(00)00059-4

Affiliations: aUniversity of Colorado at Boulder, Department of Civil Engineering, Engineering Center ECCE 126, Campus Box 428, 80309-0428, Boulder, CO, USA

Publication date: December 1, 2000

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