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COMPARISON BETWEEN STOCHASTIC AND DETERMINISTIC APPROACHES IN SLOPE STABILITY ANALYSIS

Adrian Priceputu

First published: 2013-06-20https://doi.org/10.5593/sgem2013/ba1.v2/s02.006View metrics

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Publication details

Title
COMPARISON BETWEEN STOCHASTIC AND DETERMINISTIC APPROACHES IN SLOPE STABILITY ANALYSIS
Authors
Adrian Priceputu
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 13th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2013
Pages
41 - 48 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References32

  1. Taylor, D. W. Stability of earth slopes, Journal of Boston Society of Civil Engineers, 24(3), 197-246, 1937.

  2. Fellenius, W. Erdstatische Berechnungen mit Reibung und Kohäsion (Adhäsion) und unter Annahme kreiszylindrischer Gleitflächen, Ernst & Sohn, Berlin, 1927.

  3. Bishop, A. W. The use of the slip circle in the stability analysis of slopes, Geotechnique, London, 5(1), 7-17, 1955.

  4. Morgenstern, N. R., and Price, V. E. The analysis of the stability of general slip surfaces, Geotechnique, London, 15(1), 79-93, 1965.

  5. Spencer, E. A method of analysis of the stability of embankments assuming parallel interslice forces, Geotechnique. London, 17(1), 11-26, 1967.

  6. Janbu, N. Slope stability computations, Soil Mech. and Found. Engrg. Rep., The Technical University of Norway, Trondheim, Norway, 1968.

  7. Rendulic, L., Ein Beitrag zur Bestimmung der Gleitsicherheit: Der Bauingenieur, v. 16, pp. 230-233, 1935.

  8. Chen, W. F., and Giger, M. W. Limit analysis of stability of slopes, J. Soil Mech. and Found. Div., ASCE, 97(1), 19-26, 1971.

  9. Wright, S. G., Kulhawy, F. G., and Duncan, J. M. Accuracy of equilibrium slope stability analysis, J. Soil Mech. and Found. Div., ASCE, 99(10), 783-791, 1973.

  10. Fredlund, D. G., and Krahn, J. Comparison of slope stability methods of analysis, Can. Geotech. J., 14(3),429-439, 1977.

  11. Sarma, S. K. Stability a nalysis of embankments and slopes, J. Geotech. Engrg. Div., ASCE, 105(12), 1511-1524, 1979.

  12. Duncan, J. M., and Wright, S. G., The accuracy of equilibrium methods of slope stability analysis, Engrg. Geol., 16(1), 5-17, 1980.

  13. Ching, R. K. H., and Fredlund, D. G. Some difficulties associated with the lim it equilibrium method of slices, Can Geotech. J., 20(4), 661-672, 1983.

  14. Leshchinsky, D. Slope stability analysis: generalized approach, J. Geotech. Engrg., ASCE, 116(5),851-867, 1990.

  15. Duncan, J. M. State of the Art: Limit equilibrium and finite-element analysis of slopes, J. Geotech. Eng., Am. Soc. Civ. Eng., 122(7), 577–596, 1996.

  16. Chowdhury, R. Geotechnical Slope Analysis, Taylor & Francis Group, United Kingdom, London, 2010.

  17. Taylor, D. W. Stability of earth slopes, Journal of Boston Society of Civil Engineers, 24(3), 197-246, 1937.

  18. Fellenius, W. Erdstatische Berechnungen mit Reibung und Kohäsion (Adhäsion) und unter Annahme kreiszylindrischer Gleitflächen, Ernst & Sohn, Berlin, 1927.

  19. Bishop, A. W. The use of the slip circle in the stability analysis of slopes, Geotechnique, London, 5(1), 7-17, 1955.

  20. Morgenstern, N. R., and Price, V. E. The analysis of the stability of general slip surfaces, Geotechnique, London, 15(1), 79-93, 1965.

  21. Spencer, E. A method of analysis of the stability of embankments assuming parallel interslice forces, Geotechnique. London, 17(1), 11-26, 1967.

  22. Janbu, N. Slope stability computations, Soil Mech. and Found. Engrg. Rep., The Technical University of Norway, Trondheim, Norway, 1968.

  23. Rendulic, L., Ein Beitrag zur Bestimmung der Gleitsicherheit: Der Bauingenieur, v. 16, pp. 230-233, 1935.

  24. Chen, W. F., and Giger, M. W. Limit analysis of stability of slopes, J. Soil Mech. and Found. Div., ASCE, 97(1), 19-26, 1971.

  25. Wright, S. G., Kulhawy, F. G., and Duncan, J. M. Accuracy of equilibrium slope stability analysis, J. Soil Mech. and Found. Div., ASCE, 99(10), 783-791, 1973.

  26. Fredlund, D. G., and Krahn, J. Comparison of slope stability methods of analysis, Can. Geotech. J., 14(3),429-439, 1977.

  27. Sarma, S. K. Stability a nalysis of embankments and slopes, J. Geotech. Engrg. Div., ASCE, 105(12), 1511-1524, 1979.

  28. Duncan, J. M., and Wright, S. G., The accuracy of equilibrium methods of slope stability analysis, Engrg. Geol., 16(1), 5-17, 1980.

  29. Ching, R. K. H., and Fredlund, D. G. Some difficulties associated with the lim it equilibrium method of slices, Can Geotech. J., 20(4), 661-672, 1983.

  30. Leshchinsky, D. Slope stability analysis: generalized approach, J. Geotech. Engrg., ASCE, 116(5),851-867, 1990.

  31. Duncan, J. M. State of the Art: Limit equilibrium and finite-element analysis of slopes, J. Geotech. Eng., Am. Soc. Civ. Eng., 122(7), 577–596, 1996.

  32. Chowdhury, R. Geotechnical Slope Analysis, Taylor & Francis Group, United Kingdom, London, 2010.

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