- Title:
- Impact factors on rockfall movement using high-speed camera binocular stereo vision technology
- Author:
Xiang Gao1, Guoyang Liu1*, Gangyong Song2, Wu Bo3, Zhuangzhuang Wang4, Hanyun Liu1, Xu Han1, Xuan Lin1
- Author Affiliation:
1.Shenyang University of Technology, Shenyang, China
2.Nanchang University, Nanchang, China
3.School of Engineering, Tibet University, Lhasa, China
4.Shanxi provincial public housing management center, Xi’an, China
- Received:Oct.13, 2022
- Accepted:Nov.15, 2022
- Published:Dec.26, 2022
Rockfall is a frequent and serious geological hazard in mountainous areas worldwide. It is of great
significance to fully understand rockfall movement for disaster assessment and prevention.
In this paper, based on the principle of binocular stereo vision, a filed
experimental monitoring technology was developed to conduct the rockfall movement
experiment research. Through the orthogonal experimental
method, taking the block velocities obtained by binocular stereo vision system
as a reference index, the impact factors such as the slope angles and the
falling heights, shapes and masses of blocks on rockfall movement are studied. The lateral deviations and jumping
heights of different blocks when they are released from the same falling height and moving
along the same slope
are presented. The results show that slope
angle is the most key factor affecting block movement, while the falling
heights, shapes and masses of blocks are the secondary factors. Moreover, the
experimental methods and
results of this paper can lay a foundation for the further study of rockfall
movement characteristics.
Rockfall movement, binocular stereo vision, field experiment, impact factor, orthogonal method
[1] Asteriou, P., Saroglou, H., Tsiambaos, G., Geotechnical and kinematic parameters affecting the coefficients of restitution for rock fall analysis. International Journal of Rock Mechanics and Mining Sciences, 2012. 54: 103-113.
[2] Yan, P., Zhang, J.H., Kong, X.Z., Fang Q., Numerical simulation of rockfall trajectory with consideration of arbitrary shapes of falling rocks and terrain. Computers and Geotechnics, 2020. 122: 103511.
[3] Perret, S., Stoffel, M., Kienholz, H., Spatial and temporal rockfall activity in a forest stand in the Swiss Prealps-A dendrogeomorphological case study. Geomorphology, 2006. 74(1-4): 219-231.
[4] Azzoni, A., Barbera, G.L., Zaninetti, A., Analysis and prediction of rockfalls using a mathematical model. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1995. 32(7): 709-724.
[5] Li, L.P., Sun, S.Q., Li, S.C., Zhang, Q.Q., Hu, C., Shi, S.S., Coefficient of restitution and kinetic energy loss of rockfall impacts. KSCE Journal of Civil Engineering, 2016. 20(6): 2297-2307.
[6] Chen, G.Q., Zheng, L., Zhang, Y.B., Wu, J., Numerical simulation in rockfall analysis: A close comparison of 2-D and 3-D DDA. Rock Mechanics and Rock Engineering, 2013. 46: 527-541.
[7] Huang, R.Q., Liu, W.H., Zhou, J.P., Pei, X.J., Rolling tests on movement characteristics of rock blocks. Chinese Journal of Geotechnical Engineering, 2007. 29(9): 1296-1302.
[8] Bettina, K., Hannah, T., Rudolf, S., Gertraud, M., Johann, S., High Mountain rockfall dynamics: rockfall activity and runout assessment under the aspect of a changing cryosphere. Geografiska Annaler: Series A, Physical Geography, 2021. 103(1): 83-102.
[9] Irfan, M., Chen, Y., Segmented loop algorithm of theoretical calculation of trajectory of rockfall. Geotechnical and Geological Engineering, 2017. 35(1): 377-384.
[10] Ma, K., Liu, G.Y., Three-dimensional discontinuous deformation analysis of failure mechanisms and movement characteristics of slope rockfalls. Rock Mechanics and Rock Engineering, 2022. 55(1): 275-296.
[11] Lambert, S., Bourrier, F., Gotteland, P., Nicot, F., An experimental investigation of the response of slender protective structures to rockfall impacts. Canadian Geotechnical Journal, 2020. 57(8): 1215-1231.
[12] Zhao, P.H., Li, J.J., Kang F., Slope surface displacement monitoring based on a photogrammetric system. Optik-International Journal for Light and Electron Optics, 2021. 227:166089.
[13] Liu, G.Y., Li, J.J., A three-dimensional discontinuous deformation analysis method for investigating the effect of slope geometrical characteristics on rockfall behaviors. International Journal of Computational Methods, 2019. 16(8): 1850122.