Evaluating coupled hydromechanical behavior of anisotropic rock mass using DEM
Author:
Funder
Ministry of Science and Technology, Taiwan
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02605-2.pdf
Reference29 articles.
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2. Attewell PB, Sandford MR (1974) Intrinsic shear strength of a brittle, anisotropic rock–I: Experimental and mechanical interpretation. Int J Rock Mech Min Sci Geomech Abstr 11:423–430. https://doi.org/10.1016/0148-9062(74)90453-7
3. Chen YF, Wei K, Liu W (2016) Experimental characterization and micromechanical modelling of anisotropic slates. Rock Mech Rock Eng 49:3541–3557. https://doi.org/10.1007/s00603-016-1009-x
4. Chiu CC, Weng MC, Shiu WJ (2021) Simulating flow in rock joints using a particulate interface model of a discrete element method. Bull Eng Geol Environ 80:2789–2804. https://doi.org/10.1007/s10064-020-02072-7
5. Debecker B, Vervoort A (2009) Experimental observation of fracture patterns in layered slate. Int J Fract 159:51–62. https://doi.org/10.1007/s10704-009-9382-z
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