2020/09/29 by Shengdong Zhang, Zhang, Shengdong, Shihui You +5
Engineering · Environmental Science · Physics and Astronomy · #Geotechnical Engineering and Analysis #Landslides and related hazards #Rock Mechanics and Modeling #cond-mat.soft
paper · pdf · doi:10.48550/arxiv.2010.09204
arXiv admin note: substantial text overlap with arXiv:2010.00388
arxiv created 2020/09/29 · arxiv updated 2020/10/20
The relationship between the macroscopic response of the slope and the macrostructure of the force chain network under the action of the metal plate was studied by the particle discrete element method and the persistent homology. The particle accumulation model was used to simulate the instability process of slope under the continuous downward action of metal plate by the particle discrete element method. The macroscopic responses such as the total velocity vector of the two-dimensional slope deposit, the angle of the slip cracking surface when the slope is unstable, and the average velocity in the y-direction of the slope were studied. Then, the normal force chain undirected network model of the natural accumulation of slope stacking particles was constructed. Finally, the topological characteristics of the particle contact force chain network of the slope top were analyzed by the persistent homology method to obtain the barcode. Finally, the relationship between the instability evolution and the characteristics of persistent homology is established. This research provides a new method for the study of slope instability topology identification. Thus, the instability destruction of slope can be predicted effectively.