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author:

Dou, H. (Dou, H..) [1] | Zheng, B. (Zheng, B..) [2] | Wang, H. (Wang, H..) [3] | Yan, H. (Yan, H..) [4]

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EI Scopus

Abstract:

Shelterbelts significantly contribute to intercepting rockfalls. However, due to the structural complexity and anisotropic properties of the "crown-trunk-root-soil" system, research on the mechanisms of rockfall interception and energy absorption by trees remains limited. To address this gap, a three-dimensional numerical simulation model was developed to represent the entire plant structure within the "crown-trunk-root-soil" system. This model investigates how individual trees influence the blocking effect and energy absorption during rockfall impacts under varying collision conditions. Results indicate that trees can block rockfalls and absorb impact energy through a multilayered structural response: crown buffering and trunk carrying, roots provide anchorage, and the soil facilitates dissipation. The energy absorption rate of the tree decreases with increasing kinetic energy of the rockfall, and the peak impact force increases with increasing kinetic energy of the rockfall. However, both the energy absorption rate and peak impact force exhibit a decreasing trend with increasing impact height and eccentricity. During a rockfall-tree collision, approximately 75% of the kinetic energy is absorbed within the first 25 ms, primarily through canopy shaking and trunk breakage damage. When rockfall kinetic energy is low, the tree structure absorbs around 80%-90% of the energy, while the root-soil system and surrounding soil absorb the remaining 10%-20%; tree energy absorption rate of rockfalls by trees tends to increase and then decrease with increasing impact angle, the root-soil system and surrounding soil absorb between 15% -25% of the impact energy. the study results can provide a theoretical basis for the optimal design and application of protection forests for rockfall hazards. © 2025 Chinese Vibration Engineering Society. All rights reserved.

Keyword:

energy absorption characteristics entire tree structure interception effect numerical simulation rockfall hazard

Community:

  • [ 1 ] [Dou H.]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, 350108, China
  • [ 2 ] [Dou H.]Fujian Key Laboratory of Geohazard Prevention, Fuzhou, 350002, China
  • [ 3 ] [Dou H.]Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fuzhou, 350002, China
  • [ 4 ] [Zheng B.]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, 350108, China
  • [ 5 ] [Wang H.]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, 350108, China
  • [ 6 ] [Wang H.]Fujian Key Laboratory of Geohazard Prevention, Fuzhou, 350002, China
  • [ 7 ] [Wang H.]Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fuzhou, 350002, China
  • [ 8 ] [Yan H.]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, 350108, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2025

Issue: 15

Volume: 44

Page: 259-271

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WoS CC Cited Count:

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ESI Highly Cited Papers on the List: 0 Unfold All

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Chinese Cited Count:

30 Days PV: 1

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