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Author:

Jiang, Hui (Jiang, Hui.) | Zhu, Jing-Jing (Zhu, Jing-Jing.) | Zhang, Wen-Jie (Zhang, Wen-Jie.) | Wang, Jin-Ting (Wang, Jin-Ting.) | Zhou, Yuan-De (Zhou, Yuan-De.) | Du, Xiu-Li (Du, Xiu-Li.)

Indexed by:

EI Scopus SCIE

Abstract:

This paper aims to investigate the influence of particle breakage on the dynamics and deposition of rockslides. A rigid-body finite element formulation incorporating bond beam element is proposed to model rock breakage behaviors. This approach enables simulations of particle fragment rolling, collisions between adjacent pieces, and impacts of pieces with the bedrock. Numerical analyses were conducted considering the variations in volumes, breakage modes, breakage efficiency, and the friction coefficient of bedrock surfaces. Simulation results demonstrate a negative linear correlation between the runout distance and the volume of rock blocks. Incorporating fragmentation effects, this study reveals that the breakage efficiency of maternal rock blocks significantly influences the energy dissipation process and the downslope movement of rockslides. Despite variations in breakage modes leading to distinct deposit configurations, run-out distances remain basically consistent. Analysis of block contributions from various source locations indicates that the longitudinal spreading of the deposit primarily depends on blocks distributed on the periphery of the rock mass. © The Author(s) 2024.

Keyword:

Rock mechanics Rock bursts Digital elevation model Rocks

Author Community:

  • [ 1 ] [Jiang, Hui]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Jiang, Hui]State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing; 100084, China
  • [ 3 ] [Jiang, Hui]Key Laboratory of the Hydrosphere of the Ministry of Water Resources, Beijing; 100084, China
  • [ 4 ] [Zhu, Jing-Jing]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Wen-Jie]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Wang, Jin-Ting]State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing; 100084, China
  • [ 7 ] [Wang, Jin-Ting]Key Laboratory of the Hydrosphere of the Ministry of Water Resources, Beijing; 100084, China
  • [ 8 ] [Zhou, Yuan-De]State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing; 100084, China
  • [ 9 ] [Zhou, Yuan-De]Key Laboratory of the Hydrosphere of the Ministry of Water Resources, Beijing; 100084, China
  • [ 10 ] [Du, Xiu-Li]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China

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Source :

Bulletin of Engineering Geology and the Environment

ISSN: 1435-9529

Year: 2024

Issue: 12

Volume: 83

4 . 2 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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