Bulletin of Surveying and Mapping ›› 2024, Vol. 0 ›› Issue (1): 145-149.doi: 10.13474/j.cnki.11-2246.2024.0125

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Sensitivity analysis of influencing factors of open-pit mine slope stability based on grey correlation

CHEN Lanlan1, XIAO Haiping2, LIU Xinyu2, LIU Wei3   

  1. 1. College of Resources and Architectural Engineering, Gannan University of Science and Technology, Ganzhou 341000, China;
    2. School of Architectural and Surveying Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China;
    3. Geological and Geographic Information Institute of Hunan Province(Geological Big Data Center of Hunan Province), Changsha 410000, China
  • Received:2023-02-20 Online:2024-01-25 Published:2024-01-30

Abstract: Under the interaction of various internal and external factors, the stability of open-pit mine slope will show different states. Effective analysis of the sensitivity and size of different influencing factors to the slope has important application value for guiding the safe production and prevention of the mine. Based on the analysis of the rock properties, geological structure, hydrological conditions, topography and external factors of the slope of Yuebao open-pit mine, this paper puts forward the key influencing factors of the slope stability of the open pit mine, mainly including the gravity V and internal friction angle ψ. According to the results of the orthogonal test, the sensitivity model of the influencing factors based on the grey correlation analysis is established for five indicators, such as cohesion c, slope top load q, and slope ratio m. The research results show that the sensitivity of the five main influencing factors to the slope stability is as follows: c>ψ>m>V>q. The research results can provide scientific basis for scientific prevention and control of open-pit mine slope.

Key words: open-pit slope, influencing factors, grey correlation analysis, sensitivity analysis

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