Research Article  Open Access
Ju Ma, Guoyan Zhao, Longjun Dong, Guanghui Chen, Chuxuan Zhang, "A Comparison of Mine Seismic Discriminators Based on Features of Source Parameters to Waveform Characteristics", Shock and Vibration, vol. 2015, Article ID 919143, 10 pages, 2015. https://doi.org/10.1155/2015/919143
A Comparison of Mine Seismic Discriminators Based on Features of Source Parameters to Waveform Characteristics
Abstract
To find efficient methods for classifying mine seismic events, two features extraction approaches were proposed. Features of source parameters including the seismic moment, the seismic energy, the energy ratio of S to Pwave, the static stress drop, time of occurrence, and the number of triggers were selected, counted, and analyzed in approach I. Waveform characteristics consisting of two slope values and the coordinates of the first peak and the maximum peak were extracted as the discriminating parameters in approach II. The discriminating performance of the two approaches was compared and discussed by applying the Bayes discriminant analysis to the characteristic parameters extracted. Classification results show that 83.5% of the original grouped cases are correctly classified by approach I, and 97.1% of original grouped cases are correctly classified by approach II. The advantages and limitations pertaining to each classifier were discussed by plotting the event magnitude versus sample number. Comparative analysis shows that the proposed method of approach II not only has a low misjudgment rate but also displays relative constancy when the testing samples fluctuate with seismic magnitude and energy.
1. Introduction
Mining excavations induce elastic and then inelastic deformation within the surrounding rock mass. A seismic event is a sudden inelastic deformation within a given volume of rock. Having recorded and processed a number of seismic events within a given volume of interest over time, one can then quantify the changes in the strain and stress regimes and in the rheological properties of the rock mass deformation associated with the seismic radiation [1, 2]. However, a variety of dynamic processes in mines which radiate seismic waves are detected by the seismic monitoring systems and in general, seismograms generated by a development or production blast and a shear fracturing or a sudden slip on a surface of weakness are the majority of records [3–8]. As recorded quarry blasts may mislead scientific interpreting and lead to erroneous results in the analysis of seismic hazards in mines, standard processing of seismic monitoring data require these events to be separated. An automatic classifier is necessary to be developed to reduce the dramatically arduous task of finding to which class each recorded event belongs [9–17].
Many researches have been carried out on the topic of source location during the last decade. All techniques for source location methods can be classified under two conditions that require prior knowledge of the sonic speed of the structure [18] and methods that do not require such information [19–21]. However, few researches focused on the discrimination of mine seismic events in the past. Generally two steps, features extraction and statistical identification, could be separated from all those limited amount discriminators. Parameters characterizing the source (such as magnitude, potency, moment, energy, static stress drop, apparent stress, and apparent volume) and parameters directly extracted from the seismograms (including amplitude, polarization, frequency, correlation coefficient, and travel time) are the two categories of discriminating features. Statistical methodologies like fisher discriminant classifier, logistic regression, unascertained measurement, and neural networks have been occasionally carried out on mine seismic events identification and classification.
Malovichko selected the time of day, the repetition of waveforms, the highfrequency versus the lowfrequency radiation and the radiation pattern as features and then established the Gaussian Maximum Likelihood Classification method for the classification [2]. This method provides a way to identify signals of different type, but the great amount of computation leads to low efficiency. Vallejos and McKinnon proposed the identification of seismic records in seismically active mines by considering the logistic regression and the neural network classification techniques. An efficient methodology was presented for applying these approaches to the classification of seismic records [3]. However, the calculation of seismic source parameters requires precise signal processing, namely expertiserequired and timeconsuming P and Swave handpicking. Besides, the statistical classification models that only rely on source parameters show great difference in accuracy when applied to different mine sites.
Liu et al. proposed a synthesis method to identify microseismic event based on the triggering principle of short term average to long term average [9]. But very small fluctuations in the threshold would cause a great rate of misclassification since the threshold setting completely depends on experience. Zhu et al. decomposed the microseismic signals into 5 layers to gain specified frequency bands using wavelet analysis. Based on the box fractal dimensions and those specified frequency bands, 23dimensional values of pattern recognition feature vector were established. The support vector machine, which was adopted to train, classify, and recognize, shows a correct identification rate of 94% [10]. Jiang et al. presented a threestep strategy to achieve the classifying of local multichannels microseismic waveforms. The author extracted the timefrequency, the amplitude distribution, and the correlation coefficient as features and established an effective judgment mechanism [11]. However, the studies did not provide much attention to the huge workload of calculation in practical application. Their input data could not be obtained directly from the monitoring system and their calculation algorithm is very complicated. The efficiency of identification still needs further improvement since any algorithm must be as simple as possible in order to run on a small lowpower microprocessor.
A classification method of mine blasts and microseismic events suing the startingup features in seismograms was proposed. It is a method that presents less computation with a relatively low misjudgment rate. In this study, the Bayes discriminant classifier is applied to further analyse the “startingup features.” The differential discriminating performances acquired by means of extracting the features of, respectively source parameters and waveform, were compared and discussed.
2. Data
2.1. Engineering Background
The Yongshaba Mine is located at Gaobang, which is about 85 km northeast of Guiyang (26°38′N, 106°37′E), Guizhou Province, PR China. It is the main operation base of the Guizhou Kailin Co. Ltd. with phosphate production capacity over 200,0000 tons/year. The current exploitation stopes are mainly scattered on levels of 1090 m to 840 m with a relative depth of 500 m to 700 m below the surface. Tens of millions of tons has cumulatively excavated employing open stoping mining method since initial operating in the 1950s.
The study region covers a volume of approximately 3000 m × 300 m × 350 m, between the depths of 300 m and 700 m below the surface. The underground microseismic monitoring system, used to inform the evolution of the microfracture behavior, consists of 26 uniaxial and 2 triaxial geophones (Figure 1). The geophone manufactured by IMS holds a natural frequency of 14 Hz and a sampling rate of 6000 Hz. Signals from various dynamic processes, fracturing in rock mass, production and development blasts, impacts, and vibration of machinery, all are being recorded by the microseismic monitoring system.
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2.2. Databases
The sample databases used in this study consist of two parts: the subset of the signals of blast events and the subset of the signals of normal microseismic events. Each of the signals in the blast subset has been confirmed to be consistent with the blast operations according to the time and location records provided by the mining workers. The subset of the microseismic events can be divided into two parts: those related to discrete, largescale rock mass failures and those not resulting in observable rock mass damage. The observable ones also have been confirmed to be consistent with the fact. For the unobservable ones, they were processed manually by three independent processors. To aid in determining whether an event is a microseismic or not, the guide lines of an unequivocal classification were listed in Table 1. Only when the three discriminating results are exactly equivalent can the event be recruited into the database. Those events that could not be determined which type belongs to by manually approaches, were not enrolled into the sample database. The databases used in this paper contain a total of 103 seismic records with all seismic parameters calculated, from which 56 are labeled as normal events and the others are tagged as blasts.

3. Discriminating Features
3.1. Approach I: Source Parameters
A seismic event is the sudden release of potential or stored energy in the rock. The released energy is then radiated as seismic wave [7]. The two typical seismic source processes in mines (the blasts and the shear fracturing of the microseismic events) and its approximate radiation patterns are shown in Figure 2. It is obvious that the explosion radiates predominantly Pwaves outward directing compressional directions while the shear fracturing or slip on a surface radiates Swaves that are stronger than Pwaves. These characteristics can be used to identify the type of source process and to discriminate between blasts and microseismic events [2].
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3.1.1. Seismic Moment
The basic characteristics of radiation can be described by a seismic moment tensor. This tensor represents a set of fictitious dipoles acting on a point in the source area. The moment tensor makes it possible to describe the lowfrequency amplitudes and polarities of seismic waves. Inverting the moment tensor from the observed waveforms and analysis of its components allows the discrimination of blasts from sliptype and, even, from crushtype events [2, 13, 14]. The logarithm of the seismic moment is considered as the feature of radiation.
Figure 3(a) shows that the values of the at the points with the highest probability density are 10.0 for blasts and 8.0 for microseismic events. The seismic moment is a relative useful performing discriminating feature as it provides a relatively large separation between normal events and blasts.
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3.1.2. Seismic Energy
The energy release during rock fracturing and frictional sliding comes from the transformation of elastic strain into inelastic strain [14]. This transformation may occur at different rates ranging from slow creeplike events to very fast dynamic seismic events. The average velocity of deformation at the source is up to a few meters per second. Unlike the dynamic sources of the same size, the slow type events have long time duration at the source and thus radiate predominantly lower frequency waves. In terms of fracture mechanics, the slower the rupture velocity is, the less energy the event radiates. A quasistatic rupture would radiate practically no energy. Similarly for blasting, smaller blasts make smaller changes to the rock mass or more gradual stress changes, so that the response is less dynamic [12–16].
Observations from the probability density distribution (Figure 3(b)) indicate that the seismic energy is one of the best performing discriminating features. The value of distributed from −2 to 2 for microseismic events and 0 to 6 for blasts. More than 65% of the blasts events could be accurately identified in terms of this single indicator.
3.1.3. S : P Energy Ratio
There are several seismic phases, but only Swaves and Pwaves are commonly recorded in mining induced seismicity. Pwaves, or compressive waves, are the first ones which arrive at receivers. When seismic waves propagate, they carry energy from the source of the shaking outward in all directions. The ratio between Swave energy and Pwave energy can be an indicator of seismic source mechanism [4]. Seismic energy is proportional to the integral of the square of the vectorial sum of the velocity waveform and can be calculated separately for the Pwave and Swave [7]. For faultslip type events in seismology (earthquakes), there is considerably more energy in the Swave than in the Pwave with the ratio of the Swave energy to the Pwave energy frequently greater than 10 [12]. Urbancic et al. noted that for nonshear seismic source mechanisms, there would be a deficiency in Swave energy or relatively more Pwave energy than for shearing events. For nonshearing event mechanisms, such as strainbursting, tensile failure, and volumetric rock mass fracturing, the ratio of Swave energy to Pwave energy is frequently in the range of 3 or less [14].
Observations from Figure 3(c) point out that the most probability of the falls in the interval of 0.0 to 2.0 for microseismic events and −1.0 to 4.0 for blasts. It was obvious that the S : P energy ratio performs not well in this mine site since too small separation was provided.
3.1.4. Static Stress Drop
Shearer defined the termstress drop, , as the average difference between the stress across the fault before and after an earthquake [17]. There are several different methods of determining the stress drop, of which some use records of ground velocity and ground acceleration. Stress drops can vary considerably from event to event. For microseismic events in Yongshaba mine, the range of is from 2.5 to 4.5 and 3.0 to 6.5 for blasts (Figure 3(d)). This parameter plays a tremendous role in Yongshaba mines seismic discrimination.
3.1.5. Time of Occurrence
Mininginduced seismic events occur most of the time in the ultimate proximity of mine workings and concentrate during blasting time. Statistical results show that almost all the blasts occur at 10:00 to 15:00 and rarely occur in other time (Figure 3(e)). However, a large number of microseismic events take place at this time simultaneously. The performance of the “time of occurrence” is discounted.
3.1.6. Number of Triggers
The Number of triggers is affected by many factors. Mine layout, geological features, seismic locations, and the sensor array all are likely to affect the number of triggered sensors. It should be guaranteed that the potential areas of microseismic occurring and blasting operations are enclosed inside the sensor array. Only in this way can the “number of triggers” reflect the pattern of seismic wave propagation and the scale of seismic energy. Figure 3(f) shows blasting events usually triggering more sensors than normal microseismic events. The discriminating feature of the “number of triggers” provides a relatively medium separation between normal events and blasts.
3.2. Approach II: Waveform Features
The classification method of mine blasts and microseismic events suing the startingup features in seismograms was proposed. Signals from databases of different event types were drawn into a unified coordinate system. All waveform sections are starting at the point of each Pwave first arrival and ending in their first peak points (Figure 4(a)). It is noticed that the startingup angle of the two types tends to be concentrated into two different intervals. Since it is difficult to calculate the startingup angle directly due to the inaccuracy of Pwave arrival’s picking, the slope value of the startingup trend line obtained from linear regression was proposed to substitute the angle. Two slope values associated with the coordinates of the first peak and the maximum peak were extracted as the characteristic parameters.
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Set as the absolute value of the slope of the trend line of the waveform section that is from the Pwave arrival to the first peak, and set as the absolute value of the slope of the trend line of the waveform section that is from the Pwave arrival to the maximum peak. The two trend lines are constructed by linear regression based on four points. The method of the features extraction and their performance are displayed in Figures 4 and 5.
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4. Method
Bayes discriminant is a branch of modern statistics with the basic hypothesis that some certain cognitions of the studying collectivity had been received before extracting samples. Generally using the priori probability to describe the level of awareness, and then the posterior probability was obtained by modifying it [22–26].
Suppose is a collectivity with member indexes, and and are the distribution density functions of the two collectivities: which refers to blasts and which refers to microseismic events. Indexes , , , , and represent the characteristic parameters, respectively.
The priori probability of and are calculated by the following formulas: where and are the number of training samples belonged to the collectivity and .
Set , , and as the covariance matrix of , , and . The Bayes discriminant function can be expressed as follows when :where is the mean vectors of and the generalized squared distance function can be obtained asThe a posteriori probability function can be obtained as follows:Since , then
Normally , , and are unknown and their estimation values , , and can be obtained from the training samples; then
The estimation of a posteriori probability function is
Bayes discriminant criterion can be expressed as
To estimate the reliability of the discriminator, the resubstitution method was used to calculate the misdiscrimination rate. All the training samples were regarded as the new samples and resubstituted into the classifier. The rate of misjudgment can be evaluated by the following index :where is the number of training samples regarded to be which belong to collectivity of actually and is the number of training samples discriminated as but belongs to in fact.
5. Results
The aim of the present study is to compare the two approaches for event accurate identification of different classes. The Bayes discriminant models for signal identification are established after developing the theory discussed above to the 103 sets of samples selected. The prior probabilities for different groups and the classification function coefficients are listed in Tables 2 and 3.

 
TOO presents the time of occurrence; ^{b}NOT presents the number of triggers. 
As can be seen from the classification functions coefficients, the features of source parameters are in the following order according to their importance in the accurate identification of microseismic events: the seismic moment, the static stress drop, the seismic energy, the S : P energy ratio, the number of triggers, and the time of occurrence. According to their importance in the accurate identification of microseismic events, the waveform characteristics are in order of the time of the first peak arrival (), the amplitude of the maximum peak (), the slope value of the first trend line (), the slope value of the second trend line (), the amplitude of the first peak (), and the time of the maximum peak arrival ().
The classification results show that 83.5% of original grouped cases are correctly classified by approach I, and 97.1% of original grouped cases are correctly classified by approach II (Table 4). The results show that the second features extraction approach (waveform characteristics) has higher accuracy. Although the input data used for classification in approach II cannot be given directly by the monitoring systems, the calculation process of those characteristic parameters are not complicated.
 
83.5% of original grouped cases are correctly classified by approach I, and 97.1% of original grouped cases are correctly classified by approach II. 
These misclassified events are labeled in Figure 6 according to the order of moment magnitude. Figure 6 shows the misclassified cases of both approaches falling without specific magnitude intervals. It is concluded that the error rate is not affected by the seismic magnitude or the scale of seismic energy. Although approach I has a higher misclassified rate with a more complex computation, it has been widely used in many mines. Approach II is a new straightforward method with lower error rate and got very good application in the Yongshaba mine. But in other mines or in more complex cases (mines existing variety of dynamic processes which radiate seismic waves, such as shock and vibrations induced by orepass), the feasibility of this approach may need further improvements.
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6. Conclusion
(1) The considerations and the criteria of manual identification of blasts and microseismic events were summarized based on experiences. The guide lines listed in this study cover well the majority of all the encountered situations in seismic data processing. The sample databases of the two types’ events were established by three independent processors with reference to these guidelines.
(2) Two features extraction approaches were proposed. Features of source parameters including the seismic moment, the seismic energy, the energy ratio of S to Pwave, the static stress drop, the time of occurrence, and the number of triggers were selected, counted, and analyzed in approach I. Waveform characteristics consisting of two slope values and the coordinates of the first peak and the maximum peak were extracted as the discriminating parameters in approach II.
(3) The discriminating performance of the two approaches were compared and discussed by applying the Bayes discriminant analysis to the characteristic parameters extracted. The classification results show that 83.5% of the original grouped cases were correctly classified by approach I, and 97.1% of original grouped cases were correctly classified by approach II.
(4) Comparative analysis shows that the misclassified cases of the two approaches all fall without specific magnitude intervals. The error rate is not affected by the seismic magnitude. Although approach II has got very good application in the Yongshaba mine, the feasibility of this approach may need further improvements in other mines or in more complex cases, mines existing in variety of dynamic processes which radiate seismic waves, such as shock and vibrations induced by orepass.
Conflict of Interests
The authors declare that there is no conflict of interests regarding the publication of this paper.
Acknowledgment
The authors gratefully acknowledge the financial support of National Natural Science Foundation of China (no. 51374244, 11447242) and the Fundamental Research Funds of Central South University (no. 2013zzts058).
References
 A. J. Jager and J. A. Ryder, A Handbook on Rock Engineering Practice for Tabular Hard Rock Mines, Creda Communications, Cape Town, South Africa, 1999.
 D. Malovichko, “Discrimination of blasts in mine seismology,” in Proceeding of the Deep Mining, Australian Centre for Geomechanics, Perth, Australia, 2012. View at: Google Scholar
 J. A. Vallejos and S. D. McKinnon, “Logistic regression and neural network classification of seismic records,” International Journal of Rock Mechanics and Mining Sciences, vol. 62, pp. 86–95, 2013. View at: Publisher Site  Google Scholar
 S. J. Gibowicz and A. Kijko, An Introduction to Mining Seismology, Academic Press, San Diego, Calif, USA, 1994.
 K. Larsson, Seismicity in Mines: A Review, Luleå University of Technology, 2004.
 P. Bormann, New Manual of Seismological Observatory Practice, GFZ, Potsdam, Germany, 2002.
 A. J. Mendecki, Seismic Monitoring in Mines, Chapman & Hall, London, UK, 1997.
 L.J. Dong, X.B. Li, Z.L. Zhou, G.H. Chen, and J. Ma, “Threedimensional analytical solution of acoustic emission source location for cuboid monitoring network without premeasured wave velocity,” Transactions of Nonferrous Metals Society of China, vol. 25, no. 1, pp. 293–302, 2015. View at: Google Scholar
 C. Liu, C.A. Tang, J.H. Xue, and G.F. Yu, “Comprehensive analysis method of identifying and calibrating microseismic events attributes in coal and rock mass,” Journal of Mining & Safety Engineering, vol. 28, no. 1, pp. 61–65, 2011. View at: Google Scholar
 Q.J. Zhu, F.X. Jiang, Y.M. Yin, Z.X. Yu, and J.L. Wen, “Classification of mine microseismic events based on waveletfractal method and pattern recognition,” Chinese Journal of Geotechnical Engineering, vol. 34, no. 11, pp. 2036–2042, 2012. View at: Google Scholar
 F.X. Jiang, Y.M. Yin, Q.J. Zhu, S.X. Li, and Z.X. Yu, “Feature extraction and classification of mining microseismic waveforms via multichannels analysis,” Journal of the China Coal Society, vol. 39, no. 2, pp. 229–237, 2014. View at: Google Scholar
 P. Duplancic, Characterization of caving mechanism through analysis of stress and seismicity [Ph.D. thesis], University of Western Australia, Perth, Australia, 2001.
 Y. Abolfazlzadeh, Application of Seismic Monitoring in Caving Mines Case Study of Telfer Gold Mine, Laurentian University, Ontario, Canada, 2013.
 T. I. Urbancic, B. Feignier, and R. P. Young, “Influence of source region properties on scaling relations for $M<0$ events,” Pure and Applied Geophysics, vol. 139, no. 34, pp. 721–739, 1992. View at: Publisher Site  Google Scholar
 M. R. Hudyma, D. Heal, and P. Mikula, “Seismic monitoring inmines—oldtechnology—newapplications,” in Proceedings of the 1st Australasian Ground Control in Mining Conference, pp. 201–218, University of New South Wales, Sydney, Australia, 2003. View at: Google Scholar
 J. Boatwright and J. B. Fletcher, “The partition of radiated energy between P and S waves,” Bulletin of the Seismological Society of America, vol. 74, pp. 361–376, 1984. View at: Google Scholar
 P. M. Shearer, Introduction to Seismology, Cambridge University Press, Cambridge, Mass, USA, 1999.
 L. J. Dong, X. B. Li, and G. Xie, “An analytical solution for acoustic emission source location for known P wave velocity system,” Mathematical Problems in Engineering, vol. 2014, Article ID 290686, 8 pages, 2014. View at: Publisher Site  Google Scholar
 X. B. Li and L. J. Dong, “An efficient closedform solution for acoustic emission source location in threedimensional structures,” AIP Advances, vol. 4, no. 2, Article ID 027110, 2014. View at: Publisher Site  Google Scholar
 L. J. Dong and X. B. Li, “Threedimensional analytical solution of acoustic emission or microseismic source location under cube monitoring network,” Transactions of Nonferrous Metals Society of China, vol. 22, no. 12, pp. 3087–3094, 2012. View at: Publisher Site  Google Scholar
 L. Dong and X. Li, “A microseismic/acoustic emission source location method using arrival times of PS waves for unknown velocity system,” International Journal of Distributed Sensor Networks, vol. 2013, Article ID 307489, 8 pages, 2013. View at: Publisher Site  Google Scholar
 S. Weisberg, Applied Linear Regression, John Wiley & Sons, Hoboken, NJ, USA, 3rd edition, 2005. View at: Publisher Site  MathSciNet
 L. Dong and X. Li, “Comprehensive models for evaluating rockmass stability based on statistical comparisons of multiple classifiers,” Mathematical Problems in Engineering, vol. 2013, Article ID 395096, 9 pages, 2013. View at: Publisher Site  Google Scholar
 Å. Björck, Numerical Methods for Least Squares Problems, SIAM, Philadelphia, Pa, USA, 1996. View at: Publisher Site  MathSciNet
 A. R. Webb, Statistical Pattern Recognition, John Wiley & Sons, 2nd edition, 2002. View at: Publisher Site  MathSciNet
 G. J. Mclachlan, Discriminant Analysis and Statistical Pattern Recognition, John Wiley & Sons, Malvern, UK, 1992.
Copyright
Copyright © 2015 Ju Ma et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.