Propagation of the Longitude Stress Wave through a Filled Fracture Considering Cyclic Loading/Unloading Behaviours
Author:
Funder
National Key Research and Development Plan of China
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-03800-1.pdf
Reference50 articles.
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2. Cai JG, Zhao J (2000) Effects of multiple parallel fractures on apparent attenuation of stress waves in rock masses. Int J Rock Mech Min Sci 37:661–682. https://doi.org/10.1016/S1365-1609(00)00013-7
3. Chai S, Jia Y, Du Y, Hu BR, Li X (2022) Experimental study on compression mechanical characteristics of filled rock joints after multiple pre-impacts. Sci Rep. https://doi.org/10.1038/s41598-022-15849-5
4. Du JH, Huang XL, Yang GX, Xue L, Wu BB, Zang MD, Zhang XH (2023) UDEC modelling on dynamic response of rock masses with joint stiffness weakening attributed to particle crushing of granular fillings. Rock Mech Rock Eng 56:1823–1841. https://doi.org/10.1007/s00603-022-03181-3
5. Fan LF, Wong LNY (2013) Stress wave transmission across a filled joint with different loading/unloading behavior. Int J Rock Mech Min Sci 60:227–234. https://doi.org/10.1016/j.ijrmms.2012.12.046
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