Study on the motion law and force chain characteristics of buffer cushion layer of rolling stone impacting shed hole
Source abstract
Abstract
Mountain bridges and highways frequently implement shed structures to guard against rolling stone disasters. Due to the random and variable nature of the angle at which stones impact sheds, bedding material is often easily displaced, leading to a wider range of potential damages. In this paper, we analyze the effectiveness of varying grades of shed bedding material when struck by rolling stones at different angles. We also examine the mechanism of the microscopic force chains involved in this process through the use of numerical simulations and physical testing.In this paper, numerical simulation and physical tests are carried out to analyze the shovel scraping effect and plowing effect of rolling stone on bedding layer, the energy dissipation effect of bedding material ,and the internal force chain dispersion transfer law, so as to provide a reference for the design of bedding layer of shanty holes. The results show that: (1) with the increase of impact angle, the impact force of the bedding layer under the same level of proportion increases, but the kinetic energy of the rolling stone is smaller, the fine particle group can reduce the kinetic energy of the rolling stone to the minimum at the earliest time, and the medium particle group can buffer the kinetic energy of the rolling stone to the minimum after the end of the impact process so that we can consider mixing the ratio of the fine particle group and the medium particle group to reach the optimal combination of energy dissipation. (2) 60 ° for the most unfavorable impact angle, impact angle on the depth of shovel scraping and plowing height of the influence of the trend line fitting formula for y = ax2 + bx + c, which coefficients a, b, c with the particle size; impact angle is larger, the bedding is shovel scraped the smaller the area, but the roof of the hole will be the greater the peak force. (3) Rolling stone initial impact bedding stage, the lower part of the force chain network rapid formation and stress, but the force chain network then quickly extends to the front end, the stress value becomes smaller; the smaller the particle size of the bedding layer, and the larger the coordination number, that is, the better the degree of contact, the larger the particle size of the bedding layer shoveling effect is not obvious, and the force chain is more solid and not easy to rupture.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Landslides and related hazards · Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (26)
Show source-provided references
1. Research on the mechanism of energy dissipation and buffering of sandy soil bedding in rolling stone impacted shed hole [J]
2. Tian · 2016
3. Bai · 2019
4. Current status and development trend of rolling stone disaster research [J]
5. Physical model test and numerical simulation study of sandy soil bedding in rolling stone impacted shed hole [J]
6. Research on the performance of composite bedding steel scaffolding holes to resist falling rock impact [J]
7. Mechanical response and optimal design of matting in shed cave based on rockfall model test [J/OL]
8. Rockfall shelters covered by granular layers: experiments and design approach [J]10.1080/19648189.2011.9695305 ↗
9. Cushion layer effect on the impact of a dry granular flow against a curvedrock shed10.1007/s00603-018-1478-1 ↗
10. Coupled numerical simulation of particle grading effect on the dynamic response of bedding layer in a shed cave under rockfall impact [J]
11. Study on the factors affecting the maximum impact force of debris flow impacting a shed hole [J]
12. Rolling Stones under the Action of the Numerical Simulation Research Shed Hole [C]
13. Rockfall impacts on sand cushions with different soil mechanical characteristics using discrete element method [J]10.1016/j.sandf.2020.02.008 ↗
14. Review of particle flow dynamics and its discrete models [J]
15. Experimental study of buffering properties of granular materials under impact loading [J]
16. Study on the effect of rubber sand gradation on the shear characteristics of mixed soils [J]
17. Effects of particle shape on the cushioning mechanics of rock-filled gabions [J]10.1007/s11440-020-01080-x ↗
18. Characterization of force chains in granular material [J]10.1103/PhysRevE.72.041307 ↗
19. Characteristics of structural shear in rockfall-impacted shed caves [J]
20. The effects of gravel cushion particle size and thickness on the coefficient of restitution in rockfall impacts [J]10.5194/nhess-18-1811-2018 ↗
21. Rockfall impacts on sand cushions with different soil mechanical characteristics using discrete element method [J]10.1016/j.sandf.2020.02.008 ↗
22. A discrete numerical study of the effect of the thickness and the porosity of the sand cushion on the impact response due to the rockfall [J]
23. Study on the dynamic response of rolling stone impacted mat layer of shed hole based on discrete element-finite difference coupling [J]
24. Progress and problems in the study of impact shovel-scraping effect on high remote landslides [J]
25. Effect of grain size on the efficiency of soil bedding to buffer falling rock impact [J]10.1007/s11069-021-04741-6 ↗
26. Influence of the particle grade of rock and soil bodies on the force chain characteristics of landslide debris flow impact [J]