Model for the shear behavior of rock joints under CNL and CNS conditions

Author:

Lee Yong-Ki,Park Jung-Wook,Song Jae-Joon

Funder

Energy Efficiency & Resources

Korea Government Ministry of Knowledge Economy

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Experimental study of shear behavior of rock joints under constant normal stiffness conditions;Indraratna;Int J Rock Mech Min Sci,1997

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

3. Patton FD. Multiple modes of shear failure in rock. In: Proceedings of the 1st congress of international society of rock mechanics; 1966. p. 509–13.

4. Ladanyi B, Archambault G. Simulation of shear behavior of a jointed rock mass. In: Proceedings of the 11th US symposium on rock mechanics; 1969. p. 105–25.

5. Goodman RE. The mechanical properties of joints. In: Proceedings of 3rd congress of international society of rock mechanics; 1974. p. 127–40.

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