Study on shear mechanical characteristic evolution and influencing factors of rock joint surfaces under cyclic loading conditions
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-023-03530-8.pdf
Reference47 articles.
1. Asadi MS, Rasouli V, Barla G (2013) A laboratory shear cell used for simulation of shear strength and asperity degradation of rough rock fractures. Rock Mech Rock Eng 46:683–699. https://doi.org/10.1007/s00603-012-0322-2
2. Aydan Ö, Shimizu Y, Kawamoto T (1996) The anisotropy of surface morphology characteristics of rock discontinuities. Rock Mech Rock Eng 29(1):47–59. https://doi.org/10.1007/BF01019939
3. Bahaaddini M, Hagan PC, Mitra R (2014) Scale effect on the shear behaviour of rock joints based on a numerical study. Eng Geol 181:212–223. https://doi.org/10.1016/j.enggeo.2014.07.018
4. 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
5. Belem T, Homand-Etienne F, Souley M (2000) Quantitative parameters for rock joint surface roughness. Rock Mech Rock Eng 33:217–242. https://doi.org/10.1007/s006030070001
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1. Shearing characteristics and instability mechanisms of rough rock joints under cyclic normal loading conditions;Journal of Rock Mechanics and Geotechnical Engineering;2024-09
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