A modified smoothed particle hydrodynamics method considering residual stress for simulating failure and its application in layered rock mass
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11629-023-8362-5.pdf
Reference69 articles.
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2. Al-Mukhtar A, Merkel B (2015) Simulation of the crack propagation in rocks using fracture mechanics approach. J Fail Anal Prev 15: 90–100. https://doi.org/10.1007/s11668-014-9907-2
3. Alejano LR, Walton G, Gaines S (2021) Residual strength of granitic rocks. Tunn Undergr Space Technol 118: 104189. https://doi.org/10.1016/j.tust.2021.104189
4. Bi J, Zhou XP (2015) Numerical simulation of zonal disintegration of the surrounding rock masses around a deep circular tunnel under dynamic unloading. Int J Comput Methods 12 https://doi.org/10.1142/S0219876215500206
5. Bui HH, Fukagawa R (2013) An improved sph method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure. Int J Numer Anal Methods 37: 31–50. https://doi.org/10.1002/nag.1084
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