Time-dependent drift degradation due to the progressive failure of rock bridges along discontinuities

Author:

Kemeny J.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference35 articles.

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2. Behavior of rock in slopes;Goodman;J Geotech Geoenvivon Eng,2000

3. Einstein H. Modern developments in discontinuity analysis—the persistence-connectivity problem. In: J.A. Hudson (Ed) Comprehensive rock engineering, principles, practice, and projects, Vol. 3: Rock testing and site characterization, p. 193–213. Oxford: Pergamon Press; 1993.

4. The effect of discontinuity persistence on rock slope stability;Einstein;Int J Rock Mech Min Sci,1983

5. Savilahti T, Nordlund E, Stephansson O. Shear box testing and modeling of joint bridges. In: Proceedings of the International Symposium on Rock Joints, Loen, June 4–6. 1990, pp. 295–300. Rotterdam; A.A. Balkema: 1990.

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