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Volumn 28, Issue 2, 2004, Pages 181-190

Stability analysis of rock slopes with a modified Hoek-Brown failure criterion

Author keywords

Limit analysis; Modified Hoek Brown failure criterion; Rock slope; Stability

Indexed keywords

KINEMATICS; NUMERICAL ANALYSIS; SLOPE STABILITY;

EID: 1142305169     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.330     Document Type: Article
Times cited : (95)

References (19)
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    • A study of the behaviour of broken rock under triaxial compression and its application to mine roadways
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    • (1966) International Journal of Rock Mechanics and Mining Science , vol.3 , pp. 11-43
    • Hobbs, D.1
  • 11
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    • Upper bound limit analysis of soil with nonlinear failure criterion
    • Baker R, Frydman S. Upper bound limit analysis of soil with nonlinear failure criterion. Soil and Foundations 1983; 23(4):34-42.
    • (1983) Soil and Foundations , vol.23 , Issue.4 , pp. 34-42
    • Baker, R.1    Frydman, S.2
  • 18
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    • Strength of jointed rock masses
    • Hoek E. Strength of jointed rock masses. Geotechnique 1983; 33:187-223.
    • (1983) Geotechnique , vol.33 , pp. 187-223
    • Hoek, E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.