The effective failure modes and stability of slopes in rock mass with two discontinuity sets

Author:

Aydan �.,Shimizu Y.,Ichikawa Y.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. Ashby, J. (1971): Sliding and Toppling Modes of Failure in Model and Jointed Rock Slopes. M. Sc. Thesis, Imperial College, London.

2. Attewell, P. B., Farmer, I. W. (1976): Principles of Engineering Geology. Chapman and Hall, London.

3. Aydan, Ö., Kawamoto, T. (1987): Toppling Failure of Discontinuous Rock Slopes and Their Stabilization (in Japanese). J. of Min. and Metall. Inst. of Japan103, 763?770.

4. Barton, N. (1971): A Model Study of the Behaviour of Steep Excavated Rock Slopes. Ph. D. Thesis, Univ. London.

5. Bray, J. W., Goodman, R. E. (1981): The Theory of Base Friction Models. Int. J. Rock Mech. and Min. Sci.18, 453?468.

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