Limit equilibrium analysis for rock slope stability using basic Hoek–Brown strength criterion

Title
Limit equilibrium analysis for rock slope stability using basic Hoek–Brown strength criterion
Authors
Keywords
Hoek–Brown strength criterion, linear equivalent Mohr–Coulomb strength parameters, slope stability, limit equilibrium, slip surface, factor of safety
Journal
Journal of Central South University
Volume 24, Issue 9, Pages 2154-2163
Publisher
Springer Nature
Online
2017-10-06
DOI
10.1007/s11771-017-3624-4

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