Articles | Volume 18, issue 6
https://doi.org/10.5194/nhess-18-1811-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/nhess-18-1811-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Research article
| 
29 Jun 2018
Research article |
| 29 Jun 2018
| 29 Jun 2018
The effects of gravel cushion particle size and thickness on the coefficient of restitution in rockfall impacts
College of Construction Engineering, Jilin University, Changchun 130026,
China
State Key Laboratory for Geomechanics & Deep Underground Engineering,
Beijing 100083, China
School of Mechanics and Civil Engineering, China University of Mining &
Technology, Beijing 100083, China
Dongsheng Wang
State Key Laboratory for Geomechanics & Deep Underground Engineering,
Beijing 100083, China
School of Mechanics and Civil Engineering, China University of Mining &
Technology, Beijing 100083, China
Xing Xia
State Key Laboratory for Geomechanics & Deep Underground Engineering,
Beijing 100083, China
School of Mechanics and Civil Engineering, China University of Mining &
Technology, Beijing 100083, China
Zhigang Tao
State Key Laboratory for Geomechanics & Deep Underground Engineering,
Beijing 100083, China
School of Mechanics and Civil Engineering, China University of Mining &
Technology, Beijing 100083, China
Manchao He
College of Construction Engineering, Jilin University, Changchun 130026,
China
State Key Laboratory for Geomechanics & Deep Underground Engineering,
Beijing 100083, China
School of Mechanics and Civil Engineering, China University of Mining &
Technology, Beijing 100083, China
Chen Cao
CORRESPONDING AUTHOR
College of Construction Engineering, Jilin University, Changchun 130026,
China
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Cited
17 citations as recorded by crossref.
- Research on the safe mining depth of anti-dip bedding slope in Changshanhao Mine T. Zhigang et al. 10.1007/s40948-020-00159-9
- Numerical simulation of a rockfall impacting a gravel cushion with varying initial angular velocity and particle sizes S. Duan et al. 10.1007/s10035-023-01320-3
- The Influence of Gravel Particle Diameter and Slope Angle on a Rockfall–Cushion Layer Collision S. Duan et al. 10.1007/s10706-022-02207-5
- A semi-empirical impact force model of irregular rockfall on granular layer and its experimental validation W. Li et al. 10.1007/s11440-023-02038-5
- Influence of particle size on the buffering efficiency of soil cushion layer against rockfall impact W. Shen et al. 10.1007/s11069-021-04741-6
- Theoretical Analysis of Rockfall Impacts on the Soil Cushion Layer of Protective Structures X. Wang et al. 10.1155/2018/9324956
- Rockfall Hazard Assessment Around Ankara Citadel (Turkey) Using Rockfall Analyses and Hazard Rating System N. San et al. 10.1007/s10706-020-01261-1
- Predicting the velocity and trajectory of a rockfall after collision considering the effects of slope properties S. Duan et al. 10.1007/s11069-023-06278-2
- The collision experiment between rolling stones of different shapes and protective cushion in open-pit mines C. Zhu et al. 10.1007/s11629-020-6380-0
- Dynamic analysis of rockfall impact on a protective structure via FEM-DEM coupling D. Su et al. 10.1007/s11069-023-06183-8
- Experimental study on the coefficient of restitution for the rotational sphere rockfall J. Tang et al. 10.1007/s12665-021-09684-6
- Rockfall analysis and risk assessment on steep slopes of the roadway (Zonguldak, Turkey) U. Sakız et al. 10.1007/s12517-021-07616-z
- Numerical simulation of rockfalls colliding with a gravel cushion with varying thicknesses and particle sizes C. Zhu et al. 10.1007/s40948-020-00203-8
- Numerical simulation on the impact characteristics between rockfalls of different shapes and gravel cushions C. Zhu et al. 10.1007/s11629-022-7699-5
- Numerical and theoretical study of rockfall impact on shed with composite sand-airbag cushion materials H. Meree et al. 10.1007/s12665-023-11132-6
- Study on the motion law and force chain characteristics of buffer cushion layer of rolling stone impacting shed hole P. Han et al. 10.1016/j.cscm.2023.e02833
- 高位高能岩崩研究现状与发展趋势 G. Luo et al. 10.3799/dqkx.2021.133
17 citations as recorded by crossref.
- Research on the safe mining depth of anti-dip bedding slope in Changshanhao Mine T. Zhigang et al. 10.1007/s40948-020-00159-9
- Numerical simulation of a rockfall impacting a gravel cushion with varying initial angular velocity and particle sizes S. Duan et al. 10.1007/s10035-023-01320-3
- The Influence of Gravel Particle Diameter and Slope Angle on a Rockfall–Cushion Layer Collision S. Duan et al. 10.1007/s10706-022-02207-5
- A semi-empirical impact force model of irregular rockfall on granular layer and its experimental validation W. Li et al. 10.1007/s11440-023-02038-5
- Influence of particle size on the buffering efficiency of soil cushion layer against rockfall impact W. Shen et al. 10.1007/s11069-021-04741-6
- Theoretical Analysis of Rockfall Impacts on the Soil Cushion Layer of Protective Structures X. Wang et al. 10.1155/2018/9324956
- Rockfall Hazard Assessment Around Ankara Citadel (Turkey) Using Rockfall Analyses and Hazard Rating System N. San et al. 10.1007/s10706-020-01261-1
- Predicting the velocity and trajectory of a rockfall after collision considering the effects of slope properties S. Duan et al. 10.1007/s11069-023-06278-2
- The collision experiment between rolling stones of different shapes and protective cushion in open-pit mines C. Zhu et al. 10.1007/s11629-020-6380-0
- Dynamic analysis of rockfall impact on a protective structure via FEM-DEM coupling D. Su et al. 10.1007/s11069-023-06183-8
- Experimental study on the coefficient of restitution for the rotational sphere rockfall J. Tang et al. 10.1007/s12665-021-09684-6
- Rockfall analysis and risk assessment on steep slopes of the roadway (Zonguldak, Turkey) U. Sakız et al. 10.1007/s12517-021-07616-z
- Numerical simulation of rockfalls colliding with a gravel cushion with varying thicknesses and particle sizes C. Zhu et al. 10.1007/s40948-020-00203-8
- Numerical simulation on the impact characteristics between rockfalls of different shapes and gravel cushions C. Zhu et al. 10.1007/s11629-022-7699-5
- Numerical and theoretical study of rockfall impact on shed with composite sand-airbag cushion materials H. Meree et al. 10.1007/s12665-023-11132-6
- Study on the motion law and force chain characteristics of buffer cushion layer of rolling stone impacting shed hole P. Han et al. 10.1016/j.cscm.2023.e02833
- 高位高能岩崩研究现状与发展趋势 G. Luo et al. 10.3799/dqkx.2021.133
Latest update: 17 Apr 2024
Short summary
Gravel cushions are widely used for rockfall prevention in open-pit mines to absorb energy; the energy-consumption and buffer mechanism of different thicknesses and particle sizes of gravel cushions under the impact effects are studied. A series of laboratory tests for different cushions are conducted, combining the blocks' volume and drop height. It provides a theoretical and practical basis for the wide application of cushion design to control rockfall.
Gravel cushions are widely used for rockfall prevention in open-pit mines to absorb energy; the...
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