Slope Equivalent Mohr–Coulomb Strength Parameters for Rock Masses Satisfying the Hoek–Brown Criterion
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[1] Scott W. Sloan,et al. Finite element limit analysis of reinforced soils , 1997 .
[2] Wai-Fah Chen. Limit Analysis and Soil Plasticity , 1975 .
[3] John Lysmer,et al. LIMIT ANALYSIS OF PLANE PROBLEMS IN SOIL MECHANICS , 1970 .
[4] A. Sofianos,et al. Equivalent tunnelling Mohr-Coulomb strength parameters for given Hoek-Brown ones , 2002 .
[5] Hiroshi Morioka,et al. Back-analysis of rock mass strength parameters using AE monitoring data , 2007 .
[6] A. I. Sofianos,et al. Equivalent Mohr–Coulomb and generalized Hoek–Brown strength parameters for supported axisymmetric tunnels in plastic or brittle rock , 2006 .
[7] A. I. Sofianos,et al. Technical Note Tunnelling Mohr-Coulomb strength parameters for rock masses satisfying the generalized Hoek-Brown criterion , 2003 .
[8] T. Kennedy,et al. Tunnel Closure for Nonlinear Mohr-Coulomb Functions , 1978 .
[9] Wang Yan,et al. Slope stability analyses for materials with a non-linear failure envelope , 1988 .
[10] N. Morgenstern,et al. Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressures , 1987 .
[11] Hai‐Sui Yu,et al. Limit Analysis versus Limit Equilibrium for Slope Stability , 1999 .
[12] Evert Hoek,et al. HOEK-BROWN FAILURE CRITERION - 2002 EDITION , 2002 .
[13] Zuyu Chen,et al. Slope stability analysis by the upper bound approach: fundamentals and methods , 1997 .
[14] Andrew J. Whittle,et al. Undrained Limit Analyses for Combined Loading of Strip Footings on Clay , 1998 .
[15] R. Goodman. Introduction to Rock Mechanics , 1980 .
[16] Xiao-Li Yang,et al. Linear Mohr–Coulomb strength parameters from the non-linear Hoek–Brown rock masses , 2006 .
[17] J. Yin,et al. Seismic and static stability analysis for rock slopes by a kinematical approach , 2004 .
[18] P. K. Kaiser,et al. Determination of residual strength parameters of jointed rock masses using the GSI system , 2007 .
[19] Y.-J. Wang,et al. Wedge Stability Analysis Considering Dilatancy of Discontinuities , 2002 .
[20] E. Hoek,et al. Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion , 1990 .
[21] D. W. Hobbs,et al. A study of the behaviour of a broken rock under triaxial compression, and its application to mine roadways , 1966 .