Skip to main content
Log in

Influence of machine stiffness and shear rate on the friction behaviour of rock joints

Influence de la Rigidite de l’Appareil et de la Vitesse de Cisaillement sur le Comportement des Fissures de Roches lors des Essais de Frottement

  • Published:
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Aims and scope Submit manuscript

Summary

A new servo-controlled shear testing machine is described, which eliminates the influence of the stiffness of the testing machine. The results of friction tests conducted on conventional shear machines are compared with those obtained with the new machine. Further a dependence of frictional resistance on shearing rate is demonstrated.

Résumé

L’article décrit une nouvelle machine de cisaillement automatique qui permettra d’éliminer l’influence des machines peu rigides sur les résultats des essais. On compare entre eux les résultats d’essais de frottement obtenus d’une part avec des machines classiques et d’autre part avec le nouvel appareil à cisaillement. En outre, on a pu mettre en évidence une relation entre la résistance au frottement et la vitesse de cisaillement.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. BIENIAWSKI Z.T. (1970): Time-dependent behaviour of fractured rock. — Rock Mech., Nr. 2, p. 123–137.

  2. BROWN E.T. — HUDSON J.A. (1971) : The influence of microstructure on rock fracture on laboratory scale. — Symp. Rock fracture, Int. Soc. Rock Mech., Nancy, P.II-20.

  3. BYERLEE J.D. (1967): Theory of friction based on brittle fracture. — J. Appl. Phys. Vol. 38, p. 2928–2934.

    Article  Google Scholar 

  4. ISRM (1974) : Suggested methods of determining shear strength. — Commission on Standardization of Laboratory and Field Tests, Doc. Nr. 1.

  5. RUMMEL F. — FAIRHURST C. (1970) : Determination of the post-failure behaviour of brittle rock using a servocontrolled testing machine. — Rock Mech., Nr. 2, p. 189–204.

  6. SCHNEIDER H.J. (1974) : Bruchprozesse in der Scherfläche bei der Gesteinsreibung. — Festschrift Leopold Müller-Salzburg zum 65. Geburtstag, p. 25–31, Karlsruhe.

  7. SCHNEIDER H.J. (1975) : Reibungs- und Verformungsverhalten von Trennflächen in Fels. — Veröff. Inst. f. Bodenund Felsmechanik, Heft 65, Karlsruhe.

  8. SCHNEIDER H.J. (1976) : Untersuchungen zum Einfluß der Gleitgeschwindigkeit auf das Reibungsverhalten von Trennflächen in Fels. — SFB-Jahresbericht 1975, Karlsruhe (in press).

  9. WAWERSIK W.R. — FAIRHURST C. (1970): A study of brittle rock fracture in laboratory compression experiments. — Int. J. Rock Mech. Min. Sci., Vol. 7, p. 561–575.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Additional information

Institut für Bodenmechanik und Felsmechanik, Universität Karlsruhe, Postfach 6380, D 7500 Karlsruhe, F.R. Germany.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Schneider, H.J. Influence of machine stiffness and shear rate on the friction behaviour of rock joints. Bulletin of the International Association of Engineering Geology 14, 109–112 (1975). https://doi.org/10.1007/BF02634741

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02634741

Keywords

Navigation