A generalized solution for tetrahedral rock wedge stability analysis

International Journal of Rock Mechanics and Mining Sciences

Volumn 41, Issue 4, 2004, Pages 613-628

  Chen, Zuyu ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

FRICTION; PHASE EQUILIBRIA; PHYSICAL CHEMISTRY; ROCK MECHANICS; SHEAR FLOW;

TETRAHEDRAL ROCK WEDGE;

MINING ENGINEERING;

NUMERICAL METHOD; ROCK MASS CLASSIFICATION; ROCK MECHANICS; SLOPE STABILITY;

EID: 1842635247     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2003.12.150     Document Type: Article

References (19)

1. Hoek E, Bray JW. Rock slope engineering. The Institute of Mining and Metallurgy; 1977.
2. Londe P. Vigier G. Vormeringer R. The stability of rock slopes, a three dimensional study J Soil Mech Found Div 6 SM4 1970 1411-1434
3. Wittke W.W. Method to analyse the stability of rock slopes with and without additional loading Felsmechanik und Ingenieurgeogie 30 Suppl 11 1970 52-79
4. Pan JZ. Stability analyses of structures and landslides. Beijing: Water Resources and Hydropower Press; 1978 [in Chinese].
5. Chen Z.Y. Demonstration of 'Pan's principles of maximum and minimum' Journal of Tsinghua University 1 1998 6-13
6. Chen ZY, Wang YJ, Wang XG, Wang J. An upper bound wedge failure analysis method. Proceedings of the International Symposium on Slope Stability Analysis, vol. I. Mastuyama: Balkema; 1999. p. 325-8.
7. Sarma K.S. Stability analysis of embankments and slopes J Geotech Am Soc Civ Eng 105 12 1979 1511-1524
8. Chen Z.Y. Wang X.G. Haberfield C. Yin J. Wang Y. A three-dimensional slope stability analysis method using the upper bound theorem, Part I: theory and methods Int J Rock Mech Mining Sci 38 2001 369-378
9. Drescher A. Kang Y. Kinematic approach to limit load for steady penetration in rigid-plastic soils Geotechnique 37 3 1987 233-246
10. Chen W.F. Limit analysis and soil plasticity 1975 Elsevier New York
11. Michalowski R.L. Three-dimensional analysis: of locally loaded slopes Geotechnique 39 1 1989 27-38
12. Lin M. Drescher A. Limit load in steady 3-D plastic flow around obstacles Pietruszczak S. Pande G.N. Numerical models in geomechanics, NUMOG III 1989 297-304 Elsevier Amsterdam
13. Bishop A.W. The use of the slip circle in the stability analysis of slopes Geotechnique 5 1 1955 7-17
14. Morgenstern N.R. Price V. The analysis of the stability of general slip surface Geotechnique 1 15 1965 79-93
15. Fellenius W. Erdstatisch Berechnungen (revised ed.) 1939 W. Ernst und Sohn Berlin
16. Duncan J.M. State of the art: limit equilibrium and finite element analysis of slopes J Geotech Eng 122 7 1996 577-596
17. Whitman R.V. Bailey W. Use of computers for slope stability analysis ASCE JSMFE 93 4 1967 475-498
18. Chen ZY. Soil slope stability analysis-theory, methods and computer programs. China: China Water Resources Press Beijing; 2003 [in Chinese].
19. Ministry of Water Resources of China. Design codes for embankment dams, 1984. SDJ 218-84.