Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading

Author:

Lee H.S,Park Y.J,Cho T.F,You K.H

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference33 articles.

1. Barton N, Bakhtar K. Description, modelling of rock joint for the hydro-thermo-mechanical design of nuclear waste vaults. AECL TR-418, 1987.

2. Huang XA. Laboratory study of the mechanical behavior of rock joints-with particular interest to dilatancy and asperity surface damage mechanism. Ph.D. thesis, University of Wisconsin–Madison, USA, 1990.

3. The influence of shear velocity on the frictional resistance of rock discontinuities;Crawford;Int J Rock Mech Min Sci Geomech Abstr,1981

4. Joint asperity degradation during cyclic shear;Hutson;Int J Rock Mech Min Sci Geomech Abstr,1990

5. An investigation of the mechanics of rock joints-part I. Laboratory investigation;Huang;Int J Rock Mech Min Sci Geomech Abstr,1993

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