Author
Listed:
- Yanchang Jia
(College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Zhanhui Li
(College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Tong Jiang
(College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Yan Li
(College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Shaokai Wang
(College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Guihao Song
(College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
Abstract
The dynamics parameters cause sudden change during the damage of the structural plane of landslide perilous rocks, and these can be easily accessed. Therefore the changes in dynamics parameters can effectively achieve early identification, stability evaluation, and monitoring and pre-alarming of the perilous rocks. Seven kinds of dynamic indexes, such as pulse indicator, margin index, the center of gravity frequency, root mean square frequency, impact energy, relative energy of the first frequency band, and damping ratio, are introduced and the early identification of landslide perilous rock is achieved based on the support vector machines (SVM) model, improved by particle swarm optimization algorithm. A laser vibrometer collected seven dynamic indexes of two rock masses on the reservoir bank slope in Baihebao Reservoir, China. Based on the particle group optimization algorithm optimization support vector (PSO–SVM) perilous rocks recognition model, and seven dynamic indicators, the stability of two rock masses was recognized with high efficiency and accuracy. The identification results were consistent with the landslide perilous rock identification results based on natural vibration frequency, and the results verify the accuracy of the PSO–SVM perilous rocks identification model. The results show that the sensitivity order of each identification index is: root mean square frequency > margin index > relative energy of the first frequency band > center of gravity frequency > impact energy > pulse indicator > damping ratio. The accuracy of the multi-dynamics parameters landslide perilous rock mass identification model can be improved by selecting appropriate dynamic indexes with good sensitivity. The research results have high theoretical significance and application value for early identification of landslide perilous rocks, stability evaluation, and safety monitoring, and early warning.
Suggested Citation
Yanchang Jia & Zhanhui Li & Tong Jiang & Yan Li & Shaokai Wang & Guihao Song, 2023.
"Study on Early Identification of Landslide Perilous Rocks Based on Multi-Dynamics Parameters,"
Sustainability, MDPI, vol. 15(7), pages 1-13, April.
Handle:
RePEc:gam:jsusta:v:15:y:2023:i:7:p:6296-:d:1117388
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