Shear failure in rock using different constant normal load

Periodica Polytechnica Civil Engineering

Volumn 43, Issue 2, 1999, Pages 179-186

  Vásárhelyi, Balázs ^a  

^a BUDAPEST UNIVERSITY OF TECHNOLOGY AND ECONOMICS   (Hungary)

Author keywords

Constant normal load; Direct shear test; Rock joints failure envelope; Shear dilatation and shear displacement

Indexed keywords

FAILURE ANALYSIS; ROCK BOLTING; ROCK MECHANICS; SHEAR STRESS; STIFFNESS;

ROCK JOINTS FAILURE ENVELOPES; SHEAR DILATATION; SHEAR DISPLACEMENT; SHEAR FAILURE;

ENGINEERING GEOLOGY;

FAILURE MECHANISM; LOADING; SHEAR TEST; STRESS;

EID: 0342424285     PISSN: 05536626     EISSN: 15873773     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. SEIDEL, J. P. - HABERFIELD, C. M. (1995): The Application of Energy Principles to the Determination of the Sliding Resistance of Rock Joints. Rock Mech. Rock Engng., Vol. 28/4, pp. 211-226.
2. LADANYI, B. - ARCHAMBAULT, G. (1970): Simulation of Shear Behavior of Jointed Rock Mass. Proc. 11th Symp. on Rock Mechanics: Theory and Practice, AIME, New York, pp. 105-125.
3. TISA, A. - KOVARI, K. (1984): Continuous Failure State Direct Shear Tests. Rock Mech. Rock Engng., Vol. 17/2, pp. 83-95.
4. PATTON, F. D. (1966): Multiple Modes of Shear Failure in Rock. 1st Congress of Int. Soc. Rock Mech., Lisbon, Vol. 1, pp. 509-513.
5. JAEGER, J. C. (1971): Friction of Rocks and Stability of Rock Slopes. Geotechnique, Vol. 21/2, pp. 97-134.
6. HABERFIELD, C. M. - JOHNSTONE, I. W. (1994): A Mechanistically-based Model for Rough Rock Joints. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. Vol. 31/4, pp. 279-292.