Articles | Volume 24, issue 10
https://doi.org/10.5194/nhess-24-3497-2024
https://doi.org/10.5194/nhess-24-3497-2024
Research article
 | 
14 Oct 2024
Research article |  | 14 Oct 2024

Dynamic response of pile–slab retaining wall structure under rockfall impact

Peng Zou, Gang Luo, Yuzhang Bi, and Hanhua Xu

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Latest update: 20 Jan 2025
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Short summary
The pile–slab retaining wall, an innovative rockfall shield, is widely used in China's western mountains. However, its dynamic impact response and resistance remain unclear due to structural complexity. A comprehensive dynamic analysis of the structure, under various impacts, was done using the finite-element method. The maximum impact energy that the structure can withstand is 905 kJ, and various indexes were obtained.
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