Slope Stability Analysis using Equivalent Mohr–Coulomb and Hoek–Brown criteria
- 14 June 2019
- journal article
- research article
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 53 (1) , 13-21
Abstract
No abstract availableKeywords
Funding Information
- Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada (RES0014117)
This publication has 24 references indexed in Scilit:
- Analysis of spalling failure in marble rock slope: a case study of Neyriz marble mine, IranEnvironmental Earth Sciences, 2016
- Analysis of a Large Rock Slope Failure on the East Wall of the LAB Chrysotile Mine in Canada: Back Analysis, Impact of Water Infilling and Mining ActivityRock Mechanics and Rock Engineering, 2016
- Non-linear shear strength reduction technique in slope stability calculationComputers and Geotechnics, 2010
- Estimating the Mechanical Properties of Rock Masses2008
- Two-dimensional slope stability analysis by limit equilibrium and strength reduction methodsComputers and Geotechnics, 2007
- Slope stability analysis by strength reductionGéotechnique, 1999
- The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterionInternational Journal of Rock Mechanics and Mining Sciences, 1999
- Slope stability analysis by finite elementsGéotechnique, 1999
- Comparison of slope stability methods of analysisCanadian Geotechnical Journal, 1977
- The use of the Slip Circle in the Stability Analysis of SlopesGéotechnique, 1955