Shear Failure Mechanisms of Sandstone Subjected to Direct, True Triaxial and Confining Shear Test Conditions

Author:

Zhao Jun,Hu Liang,Feng Xiating,Xiao Yaxun,Guo Yue

Funder

National Natural Science Foundation of China

111Project

Open Fund of State Key Laboratory of Mining-induced Response and Disaster Prevention and Control in Deep Coal Mines

Publisher

Springer Science and Business Media LLC

Subject

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

Reference32 articles.

1. Aydan Ö, Akagi T, Okuda H et al (1994) The cyclic shear behaviour of interfaces of rock anchors and its effect on the long-term behaviour of rock anchors. In: Int symp on new developments in rock mechanics and rock engineering, Shenyang, pp 15–22

2. Aydan Ö, Tokashiki N, Tomiyama J et al (2016) The development of a servo-control testing machine for dynamic shear testing of rock discontinuities and soft rocks. In: EUROCK2016, Ürgüp, pp 791–796

3. Aydan Ö (2020) Rock mechanics and rock engineering, volume 1: fundamentals. CRC Press, London

4. Bahaaddini M (2017) Effect of boundary condition on the shear behavior of rock joints in the direct shear test. Rock Mech Rock Eng 50:1141–1155. https://doi.org/10.1007/s00603-016-1157-z

5. Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7:287–332. https://doi.org/10.1016/0013-7952(73)90013-6

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