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Gold Science and Technology ›› 2020, Vol. 28 ›› Issue (4): 585-594.doi: 10.11872/j.issn.1005-2518.2020.04.188

• Mining Technology and Mine Management • Previous Articles     Next Articles

Feature Extraction and Classification of Mine Microseismic Signals Based on EEMD and Correlation Dimension

Zhiqin LIAO1,2(),Liguan WANG1,2(),Zhengxiang HE1,2   

  1. 1.School of Resources and Safety Engineering, Central South University,Changsha 410083,Hunan,China
    2.Digital Mine Research Center,Central South University,Changsha 410083,Hunan,China
  • Received:2019-11-19 Revised:2020-05-04 Online:2020-08-31 Published:2020-08-27
  • Contact: Liguan WANG E-mail:liaozhiqinhold@163.com;liguan_wang@163.com

Abstract:

The microseismic monitoring technique is to evaluate the failure and safety of rock mass indirectly by monitoring the vibration signal caused by the rupture inside the rock mass,and it can provide guidance for ground pressure disaster warning and safety production optimization.In order to accurately analyze the behavior of rock rupture,it is necessary to eliminate the interference of non-microscopic signal.At present,microseismic monitoring system can not recognize microseismic signal automatically.The core problem is that the vibration signal is complex,the waveform characteristic is not obvious,the noise is large and multi-seismic superposition occurs.In order to solve the problem that it is difficult to distinguish the rock burst signals and the blasting vibration signals automatically,a method of feature extraction and classification of microseismic signals based on ensemble empirical mode decomposition(EEMD),correlation dimension and machine learning was pro-posed.Firstly,the microseismic signals was decomposed into Intrinsic Mode Function(IMF) components by EEMD,and the principal components IMF1~IMF4 were selected from the obtained IMF components,the IMF1~IMF4 component was selected as the main component for phase space reconstruction.The delay time and minimum embedding dimension of each component were obtained by autocorrelation function method and Cao algorithm.Then,accoring to the obtained delay time and embedding dimension,the correlation integral curve of IMF1~IMF4 components was obtained by using the G-P algorithm,and the region with the best linearity of the correlation integral curve was found.The integral curve was fitted by least squares,and the resulting linear slope value was taken as the correlation dimension value,and the obtained correlation dimension was taken as the feature vector for microseismic signal recognition..Finally,the SVM method was used to automatically identify the microseismic signals and compare them with other machine learning methods.The experimental results show that the method has a high accuracy for automatic recognition of microseismic signals.The recognition effect of SVM based on Gaussian kernel function is obviously better than the recognition result of Logical Regression(LR) and K-Nearest Neighbor(KNN) discriminant method.The classification accuracy of gaussian kernel function SVM based on EEMD correlation dimension is 93.7%.Based on the analysis,it is found that the recognition effect SVM different kernel functions is different.The recognition effect of Gaussian kernel function SVM is better than that of linear kernel function SVM and Sigmoid kernel function SVM.Therefore,the feature extraction and classification method based on EEMD correlation dimension and SVM provides a feasible new method for mine microseismic signal classification.

Key words: microseismic signal, ensemble empirical mode decomposition(EEMD), phase space reconstru-ction, correlation dimension, machine learning

CLC Number: 

  • TD76

Fig.1

Process of microseismic signal feature extraction and recognition model training"

Fig.2

Waveform of microseismic event"

Fig.3

EEMD decomposition of microseismic signal"

Fig.4

Auto-correlation function of microseismic signal"

Fig.5

Minimum embedding dimension of microseismic signal"

Fig.6

Correlation integral of microseismic signal"

Table 1

Principal component correlation dimension of microseismic signal"

信号类型DIMF1DIMF2DIMF3DIMF4
某岩体破裂信号10.03770.05180.02700.0783
某岩体破裂信号20.01920.03720.02390.0388
某爆破振动信号10.29780.13360.24130.4071
某爆破振动信号20.33470.16660.31370.4017

Table 2

Classification results of microseismic signals based on correlation dimension"

分类方法岩体破裂信号(1 000组)爆破信号(1 000组)分类识别准确性
正确识别数/组错误识别数/组正确识别数/组错误识别数/组准确数/组准确率/%
逻辑回归(LR)8081927092911 51775.0
SVM(高斯核函数)91783937631 85493.7
KNN8681328451551 71386.5

Table 3

Influence analysis of different kernel functions on recognition accuracy"

分类方法岩体破裂信号(1 000组)爆破信号(1 000组)分类识别准确性
正确识别数/组错误识别数/组正确识别数/组错误识别数/组准确数/组准确率/%
高斯核函数91783937631 85493.7
线性核函数882118905951 77888.9
Sigmoid核函数890110908921 79889.9
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