Impact resistance performance and optimization of the sand-EPE composite cushion in rock sheds
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11629-023-8403-0.pdf
Reference28 articles.
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2. 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: 1635–1642. https://doi.org/10.1007/s40999-018-0304-1
3. Calvetti F, Di Prisco C (2012) Rockfall impacts on sheltering tunnels: real-scale experiments. Geotechnique 62(10): 865–876. https://doi.org/10.1680/geot.9.P.036
4. Chen WS, Hao H, Hughes D, et al. (2015) Static and dynamic mechanical properties of expanded polystyrene. Mater Design 69: 170–180. https://doi.org/10.1016/j.matdes.2014.12.024
5. Kawahara S, Muro T (2006) Effects of dry density and thickness of sandy soil on impact response due to rockfall. J Terramechanics 43(3): 329–340. https://doi.org/10.1016/j.jterra.2005.05.009
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