Study on Early Identification of Landslide Perilous Rocks Based on Multi-Dynamics Parameters

Author:

Jia Yanchang1,Li Zhanhui1,Jiang Tong1ORCID,Li Yan1,Wang Shaokai1,Song Guihao1

Affiliation:

1. 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.

Funder

National Natural Science Foundation of China

Department of Education, Anhui Province

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction

Reference27 articles.

1. 3D limit equilibrium method for slope stability and its application;Fengn;Chin. J. Geotech. Eng.,1999

2. GIS-based three-dimensional slope stability limit equilibrium method and application;Xie;Rock Soil Mech.,2006

3. Application of finite-element-based limit analysis with mesh adaptation in geotechnical engineering;LI;Chin. J. Geotech. Eng.,2013

4. Upper bound limit method for stability analysis of rock slopes by block element method;Zheng;Rock Soil Mech.,2008

5. Application of FLAC-3D to stability analysis of slope rock mass;Zhang;Rock Soil Mech.,2005

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