Mechanisms of shear failure in artificial fractures of sandstone and their implication for models of hydromechanical coupling-Reference-Cited by-同舟云学术

Mechanisms of shear failure in artificial fractures of sandstone and their implication for models of hydromechanical coupling

Published:1993-07 Issue:3 Volume:26 Page:195-214
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Engng

Author:

Pereira J. P.,de Freitas M. H.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/BF01040115.pdf

Reference46 articles.

1. Amadei, B., Saeb, S. (1990): Constitutive models of rock joints. In: Barton, N., Stephansson, O. (eds), Rock joints, Balkema, Rotterdam, 581?594.

2. Archard, J. F. (1953), Contact and rubbing of flat surfaces. J. Appl. Phys. 24, 981?988.

3. Aydan, O., Ichikawa, Y., Ebisu, S., Komura, S., Watanabe, A. (1990): Studies on interfaces and discontinuities and an incremental elasto-plastic constitutive law. In: Barton, N., Stephansson, O. (eds.), Rock joints. Balkema, Rotterdam, 595?602.

4. Bailey, D. M., Sayles, R. S. (1991): Effect of roughness and sliding friction on contact stresses. J. Tribol. 113, 729?738.

5. Barton, N. (1976). The shear strength of rock and rock joints. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 13, 255?279.

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