Over-consolidation effect on shear behavior of rock joints

Author:

Babanouri Nima,Karimi Nasab Saeed,Baghbanan Alireza,Mohamadi Hamid Reza

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Babanouri N, Karimi Nasab S. Sarcheshmeh pseudowedge failure, a new challenge in expanding western sector of Sarcheshmeh Copper Mine. In: Proceedings of the 5th Asian rock mechanics symposium (ARMS5), 2008. p. 559–66.

2. Ohnishi Y, Dharmaratne PGR. Shear behaviour of physical model of rock joints under constant normal stiffness condition. In: Barton N, Stephannsson O, editors. Proceedings of the international conference on rock joints, 1990. p. 267–73.

3. Shear behaviour of rock joints;Indraratna,2000

4. A theoretical model for rock joint subjected to constant normal stiffness direct shear;Seidel;Int J Rock Mech Min Sci,2002

5. Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition;Jiang;Int J Rock Mech Min Sci,2004

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