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

Viewed

Total article views: 618 (including HTML, PDF, and XML)
HTML PDF XML Total BibTeX EndNote
438 119 61 618 42 49
  • HTML: 438
  • PDF: 119
  • XML: 61
  • Total: 618
  • BibTeX: 42
  • EndNote: 49
Views and downloads (calculated since 21 Nov 2023)
Cumulative views and downloads (calculated since 21 Nov 2023)

Viewed (geographical distribution)

Total article views: 618 (including HTML, PDF, and XML) Thereof 610 with geography defined and 8 with unknown origin.
Country # Views %
  • 1
1
 
 
 
 
Latest update: 20 Nov 2024
Download
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.
Altmetrics
Final-revised paper
Preprint