Approach to complete limit equilibrium analysis for rock wedges ? the method of ?artificial supports?

Author:

Chan H. C.,Einstein H. H.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,Earth and Planetary Sciences (miscellaneous),General Engineering,General Environmental Science,Geotechnical Engineering and Engineering Geology,General Earth and Planetary Sciences,Earth and Planetary Sciences (miscellaneous),General Engineering,General Environmental Science,Geotechnical Engineering and Engineering Geology,Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference8 articles.

1. Baligh, M. M., et al.: Effect of Longitudinal Stresses on Slope Stability, Manuscript submitted to ASCE Journal of the Geotechnical Division.

2. Einstein, H. H., Baecher, G. B., Veneziano, D., et al.: Risk Analysis for Rock Slopes in Open Pit Mines, Draft Final Report to U. S. Bureau of Mines (1979).

3. Glynn, E. F.: A Probabilistic Approach to Slope Stability, Ph. D. Dissertation, MIT (1979).

4. Goodman, R. E., Bray, J. W.: Toppling of Rock Slopes, Proceedings of Symposium on Rock Engineering for Foundations and Slopes, ASCE (1976).

5. Hendron, A. J., Cording, E. I., Aiyer, A. K.: Analytical and Graphical Methods for the Analysis of Slopes in Rock Masses, NCG Technical Report, No. 36 (1971).

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