Numerical simulation on the impact characteristics between rockfalls of different shapes and gravel cushions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-022-7699-5.pdf
Reference32 articles.
1. Bhatti AQ (2018) Computational modeling of energy dissipation characteristics of expanded polystyrene (EPS) cushion of reinforce concrete (RC) bridge girder under rockfall impact. Int J Civ Eng 16(11A):11635–1642. https://doi.org/10.1007/s40999-018-0304-1
2. Bourrier F, Lambert S, Baroth J (2015) A reliability-based approach for the design of rockfall protection fences. Rock Mech Rock Eng 48(1): 247–259. https://doi.org/10.1007/s00603-013-0540-2
3. Bao YD, Chen JP, Su LJ, et al. (2023) A novel numerical approach for rock slide blocking river based on the CEFDEM model: A case study from the Samaoding paleolandslide blocking river event. Eng Geol 312: 106949. https://doi.org/10.1016/j.enggeo.2022.106949
4. Chen T, Zhang G, Xiang X (2022) Research on rockfall impact process based on viscoelastic contact theory. Int J Impact Eng 104431. https://doi.org/10.1016/j.ijimpeng.2022.104431
5. Chau KT, Wong RHC, Wu JJ (2002) Coefficient of restitution and rotational motions of rockfall impacts. Int J Rock Mech Min 39(1): 69–77. https://doi.org/10.1016/S1365-1609(02)00016-3
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