Related references
Note: Only part of the references are listed.Stability Analysis of Slopes with Spatially Variable Strength Properties
Hossein Rafiei Renani et al.
ROCK MECHANICS AND ROCK ENGINEERING (2019)
The Hoek-Brown failure criterion and GSI - 2018 edition
E. Hoek et al.
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2019)
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 Activity
Martin Grenon et al.
ROCK MECHANICS AND ROCK ENGINEERING (2017)
Back Analysis of Rock Mass Displacements Around a Deep Shaft Using Two- and Three-Dimensional Continuum Modeling
Hossein Rafiei Renani et al.
ROCK MECHANICS AND ROCK ENGINEERING (2016)
Analysis of spalling failure in marble rock slope: a case study of Neyriz marble mine, Iran
H. M. Doghozlou et al.
ENVIRONMENTAL EARTH SCIENCES (2016)
Reliable Support Design for Excavations in Brittle Rock Using a Global Response Surface Method
J. Connor Langford et al.
ROCK MECHANICS AND ROCK ENGINEERING (2015)
An approximate ANN-based solution for convergence of lined circular tunnels in elasto-plastic rock masses with anisotropic stresses
Hosein Rafiai et al.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2012)
Non-linear shear strength reduction technique in slope stability calculation
Wenxi Fu et al.
COMPUTERS AND GEOTECHNICS (2010)
Slope Equivalent Mohr-Coulomb Strength Parameters for Rock Masses Satisfying the Hoek-Brown Criterion
Xiao-Li Yang et al.
ROCK MECHANICS AND ROCK ENGINEERING (2010)
Stability charts for rock slopes based on the Hoek-Brown failure criterion
A. J. Li et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2008)
Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods
Y. M. Cheng et al.
COMPUTERS AND GEOTECHNICS (2007)
Empirical estimation of rock mass modulus
E Hoek et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2006)
Determination of shear strength and three-dimensional yield strength for the hoek-brown criterion
SD Priest
ROCK MECHANICS AND ROCK ENGINEERING (2005)
Share Paper
