Stability factors for rock slopes subjected to pore water pressure based on the Hoek-Brown failure criterion

International Journal of Rock Mechanics and Mining Sciences

Volumn 43, Issue 7, 2006, Pages 1146-1152

  Yang, Xiao Li ^a   Zou, Jin Feng ^a  

^a CENTRAL SOUTH UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE ANALYSIS; HOEK-BROWN CRITERION; PORE PRESSURE; ROCK MECHANICS; SLOPE STABILITY;

EID: 33745281237     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2006.03.010     Document Type: Article

References (20)

1. Chen W.F. Limit analysis and soil plasticity (1975), Elsevier, Amsterdam
2. Agar J.G., Morgenstern N.R., and Scott J. Shear strength and stress-strain behavior of Athabasca oil sand at elevated temperatures and pressure. Can Geotech J 24 1 (1985) 1-10
3. Lefebvre G. Strength and slope stability in Canadian soft clay deposits. Can Geotech 18 3 (1981) 420-442
4. Hobbs D. A study of the behaviour of broken rock under triaxial compression and its application to mine roadways. Int J Rock Mech Min Sci 3 (1966) 11-43
5. Santarelli F. Theoretical and experimental investigation of the stability of the axisymmetric borehole. PhD thesis, University of London, London, 1987.
6. Baker R. Nonlinear Mohr envelopes based on triaxial data. J Geotech Geoenviron Eng ASCE 130 5 (2004) 498-506
7. Baker R., and Frydman S. Upper bound limit analysis of soil with nonlinear failure criterion. Soils Found 23 4 (1983) 34-42
8. Zhang X.J., and Chen W.F. Stability analysis of slopes with general nonlinear failure criterion. Int J Num Anal Meth Geomech 11 1 (1987) 33-50
9. Drescher A., and Christopoulos C. Limit analysis slope stability with nonlinear yield condition. Int J Num Anal Meth Geomech 12 (1988) 341-345
10. Collins I.F., Gunn C.I.M., Pender M.J., and Yan W. Slope stability analyses for materials with a nonlinear failure envelope. Int J Num Anal Meth Geomech 12 (1988) 533-550
11. Miller T.W., and Hamilton J.M. A new analysis procedure to explain a slope failure at the Martin Lake Mine. Geotechnique 39 (1989) 107-123
12. Michalowski R. Slope stability analysis: a kinematical approach. Geotechnique 45 2 (1995) 283-293
13. Yang X.L., Li L., and Yin J.H. Stability analysis of rock slopes with a modified Hoek-Brown failure criterion. Int J Num Anal Meth Geomech 28 2 (2004) 181-190
14. Yang X.L., Li L., and Yin J.H. Seismic and static stability analysis of rock slopes by a kinematical approach. Geotechnique 54 8 (2004) 543-549
15. Maghous S., Buhan P., and Bekaert A. Failure design of jointed rock structure by means of a homogenization approach. Mech Cohes-Frict Maters 3 (1998) 207-228
16. Serrano A., and Olalla C. Ultimate bearing capacity of rock masses. Int J Rock Mech Min Sci 31 (1994) 93-106
17. Hoek E., and Brown E.T. Practical estimate the rock mass strength. Int J Rock Mech Min Sci 34 (1997) 1165-1186
18. Hoek E., Carranza-Torres C., and Corkum B. Hoek-Brown failure criterion-2002 edition. In Proc North Am Rock Mech Symp Toronto (2002) 267-273
19. Hoek E. Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion. Int J Rock Mech Min Sci 27 (1990) 227-229
20. Yu H.S., Salgado R., and Sloan S.W. Limit analysis versus limit equilibrium for slope stability. J Geotech Geoenviron Eng ASCE 124 3 (1998) 265-276