The data used in the data processing are continuous seismic waveform data recorded at six fixed stations around the Wenchuan 8.0-magnitude earthquake, which are sourced from seismic monitoring stations for statistical analysis and trend comparison. The data utilized in this study span from 1 April 2008 to 12 May 2008, encompassing 5243 seismic events (magnitude ≥ 1.5) recorded by six fixed stations (JYA, JMG, AXI, DFU, JJS, YZP). The data underwent band-pass filtering between 0.1 and 5 Hz, and events with a signal-to-noise ratio < 3 were excluded. All data were cleaned and preprocessed to ensure their accuracy and reliability, providing a solid database for the subsequent modeling and analysis.
3.1. Earthquake Faults and Station Distribution
The Wenchuan 8.0-magnitude earthquake is one of the major earthquakes that has occurred onshore in recent years, which had a profound impact on the geology and tectonics of the epicenter area. In order to better understand the geologic context of the earthquake and the distribution of stations near the epicenter, this study first shows the locations of the major faults in the earthquake area and the distribution maps of each fixed station used for data acquisition (see
Figure 1 and
Figure 2). These maps provide an intuitive understanding of the fracture structure and station locations, laying the foundation for the subsequent seismic signal analysis.
Figure 1 [
12] shows the distribution of surface rupture zones and the location of the Longmenshan Fracture Zone in the Wenchuan 8.0-magnitude earthquake. The Longmenshan Fracture Zone is one of the major tectonic boundaries along the eastern margin of the Tibetan Plateau, characterized by a significant retrograde rupture, forming a complex rupture system. The fault zone consists of three major faults: the Wenchuan–Maoxian fault (also called the post-Longmenshan fault), the Yingxiu–Beichuan fault (the central fault of the Longmenshan), and the Anxian–Gongxian fault (the front of the Longmenshan fault). Among them, the Yingxiu–Beichuan rupture was the main seismic rupture of the Wenchuan earthquake, and a surface rupture zone of about 270 km was formed along this rupture zone in and around the epicenter area, which was the longest surface rupture zone in the Wenchuan earthquake. The distribution and activity characteristics of these rupture zones provide a key reference for the causes of the earthquake and the tectonic environment of the epicenter area.
The maximum value of the 0–5 Hz spectral amplitude envelope of the continuous seismic waveform data of each hourly segment is taken as the anomalous signal tracking object, which is denoted as MASE (Maximum Amplitude of Spectrum Envelope) here.
Figure 2 shows the location distribution of fixed seismic stations around the epicenter of the Wenchuan earthquake, with special labels for the six key stations used in this study (JYA, JMG, AXI, DFU, JJS, and YZP). These stations are all located at different positions around the epicenter and the Longmenshan Fracture Zone, covering seismic wave data from the epicenter area and the surrounding regions. Through data acquisition at these stations, the seismic waveform records in and around the epicenter area can be obtained, thus capturing dynamic changes in seismic activities comprehensively in time and space. The distribution of these stations provides sufficient data support and geographic coverage for studying the extraction of pre-seismic low-frequency signals, the analysis of acoustic emission b-values, and the calculation of fractal dimensions, ensuring the representativeness and accuracy of the data acquisition.
3.2. Marginal Spectrum
Marginal spectra are commonly used to characterize the frequency distribution of a single variable or multiple variables in a given system [
13]. In seismology, marginal spectrum analysis is a key time–frequency analysis method in seismic data processing that captures the distribution characteristics of seismic signals at different times and frequencies. This analysis method is of great significance in revealing the complex patterns of seismic signals, their source properties, and energy release processes. Prior to marginal spectral analysis, the seismic data need to be preprocessed to ensure the accuracy of the signal and reduce the noise interference. Common preprocessing steps include filtering, normalization, and segmentation. Filtering is used to remove the noise in the non-target frequency bands to make the main frequency components of the seismic signal clearer; normalization ensures that the amplitude of the signal is consistent in different time segments to avoid the masking of information due to amplitude differences; and segmentation facilitates focusing on the key time windows of the earthquake and improves the efficiency of the time–frequency analysis.
The marginal spectrum is calculated as follows:
The preprocessed signal is first subjected to a Fast Fourier Transform (FFT), which converts the time domain signal into a frequency domain signal:
The power spectral density at each frequency is then calculated from the FFT results:
where N is the signal length.
If there are multiple channels of data, calculate the average of the power spectra for each frequency to obtain the marginal spectra:
where M is the number of channels, and P
i(f) is the power spectrum of the ith channel.
Marginal spectrum analysis has a unique advantage in seismic data processing, providing data support for in-depth research in the fields of earthquake source mechanisms and earthquake engineering by revealing the time–frequency structure of seismic signals. This method not only helps researchers to understand the physical mechanism of earthquake occurrence more accurately but also provides a scientific basis for subsequent earthquake early warning and earthquake prevention and mitigation work.
3.3. Calculation of Acoustic Emission b-Value and Information Entropy
Continuous seismic waveform data from six seismic stations (JYA, JMG, AXI, DFU, JJS, and YZP) near the 2008 Wenchuan 8.0 earthquake were selected for analysis. The data recorded at each hour were spectrally analyzed to obtain the maximum magnitude of the marginal spectrum for that period. Then, the marginal spectral maximum magnitude of the same station at different hourly segments was continuously tracked, and the results obtained are shown in
Figure 3.
The collected data should be standardized. For each station, a sliding window containing six consecutive acoustic emission events was applied to compute the b-value (Equation (8)) and Shannon entropy (Equation (14)). The window length of the six events was empirically selected to balance temporal resolution and statistical robustness, ensuring a sufficient data density for reliable parameter estimation while capturing short-term precursory variations. A step size of one event was adopted for the sliding window, allowing an overlapping analysis to enhance the temporal resolution while maintaining computational efficiency. Place the sliding window at the start of the data sequence and determine the initial data within the window. Detect acoustic emission events within the data segment in the window, which is typically based on characteristics such as the amplitude and duration of the signals. Count the number of acoustic emission events detected within the window and calculate the total or average energy of the acoustic emission signals within the window. This is usually achieved by squaring, summing, or integrating the signal amplitudes. Then calculate the acoustic emission b-value and the value of information entropy for the data in each window. Finally, slide the window forward according to the set step size to ensure that new data points are included in the window range and old data points are removed. Repeat the steps of event detection, energy calculation, and b-value calculation until the window covers the entire data sequence.
It should be noted that the calculation method and interpretation of the acoustic emission b-value may vary depending on the specific application area and material type. Therefore, when performing an acoustic emission analysis, it is necessary to select the appropriate calculation method and interpretation criteria according to the actual situation.
3.4. Analysis of b-Value and Information Entropy Calculation Results
The acoustic emission b-value and information entropy of the JYA, JMG, AXI, DFU, JJS, and YZP stations can be calculated by the above steps, as shown in
Figure 4:
From
Figure 4, we can see that within the first 40 days (from 1 April to 10 May 2008), in the elastic phase, the frequency of small acoustic emission events increases, and the energy release increases when loading to the peak due to the Kaiser effect, the b-value decreases, and the entropy of the information remains stable. After 40 days (after the 10 May 2008), it is in the inelastic stage, the frequency of acoustic emission large events increases sharply, the energy release is intensified, and with the increase in stress, characterized by the rapid decrease in the rate of acoustic emission small events and the beginning of the increase in large events, at this time the b-value will fall off a cliff, and at the same time, there will be an obvious decrease in information entropy. This indicates that abnormal seismic activity will occur, and it is in the critical stage.
From
Figure 5, we can see that within the first 40 days (1 April to 11 May 2008), in the elastic phase, the frequency of acoustic emission small events increases, and the energy release increases, when loading to the peak, due to the Kaiser effect; at this time the b-value is relatively small, and at this time the information entropy does not change significantly; after 40 days (after 11 May 2008), in the nonelasticity stage, the frequency of acoustic emission large events increases sharply, the energy release is intensified with the increase in stress, characterized by a rapid decrease in the rate of acoustic emission small events, and large events began to increase; at this time, the b-value will appear to fall off a cliff, and the information entropy begins to fall; there is a clear process of entropy reduction. This indicates that seismic activity anomalies will occur, which are at the critical stage.
From
Figure 6, we can see that within about the first 39 days (from 1 April to 11 May 2008), it is in the elastic phase, the frequency of the acoustic emission small events increases, the energy release increases with it, and when loading reaches the peak, the b-value decreases relatively at this time due to the Kaiser effect, and the information entropy at this time does not change significantly; after about 39 days (after 11 May 2008), it is in the inelastic phase, the frequency of acoustic emission large events increases sharply, the energy release is intensified, and with the increase in stress, characterized by the rapid decrease in the rate of acoustic emission small events and the beginning of the increase in large events, at this time the b-value will appear to fall off a cliff, and at the same time, there is an obvious decreasing entropy process for the information entropy. This indicates that abnormal seismic activity will occur, and it is in the critical stage.
From
Figure 7, we can see that within about the first 31 days (1 April to 1 May 2008), in the elastic phase, the frequency of small acoustic emission events increases, and the energy release increases when loaded to the peak, due to the Kaiser effect; at this time the b-value decreases relatively, and the entropy of the information does not change significantly; after about 31 days (after 1 May 2008), in the inelastic stage, the frequency of acoustic emission large events increases sharply, the energy release is intensified with the increase in stress, characterized by a rapid decrease in the rate of acoustic emission small events, and large events began to increase; at this time, the b-value will appear to fall off a cliff, and at this time, the information entropy also appears to be a reduced phenomenon. This indicates that abnormal seismic activity will occur, and it is at the critical stage.
From
Figure 8, we can see that within about the first 17 days (1 April to 19 April 2008), in the elastic phase, the frequency of small acoustic emission events increases, and the energy release increases when loading to the peak due to the Kaiser effect; at this time, the b-value decreases, and at this time, the entropy of the information is kept stable. After 17 days (after 4 April 2008), it is in the inelastic phase, the frequency of large acoustic emission events increases sharply, and the energy release is intensified with the increase in stress, characterized by a rapid decrease in the rate of small acoustic emission events and the beginning of an increase in the number of large events; at this time, the b-value will appear to fall off a cliff, and at this time, the information entropy is decreasing, which indicates that the order of the seismic activity is increasing, and the disorder is reducing. This indicates that seismic activity anomalies will occur, which are at the critical stage.
From
Figure 9, we can see that in about the first 34 days (1 April to 4 May 2008), in the elastic phase, the frequency of acoustic emission small events increases, and the energy release increases when loading to the peak due to the Kaiser effect; at this time, the b-value decreases, and at this time, the entropy of the information is kept stable. After 34 days (after 4 May 2008), in the inelastic phase, the frequency of large acoustic emission events increases sharply, and the energy release is intensified with the increase in stress, characterized by a rapid decrease in the rate of small acoustic emission events and the beginning of an increase in large events; at this time, the b-value will appear to fall off a cliff, and at this time, the entropy of the information will have a significant decrease. This indicates that anomalous seismic activity will occur, and it is in the critical stage.
To summarize, we can find that the information entropy will go through a process of decreasing entropy before the occurrence of strong earthquakes, and at the same time, the acoustic emission b-value will drop suddenly, and it can be seen through observation that the acoustic emission b-value will increase until it reaches the peak after a sudden drop, and a strong earthquake generally occurs before and after the peak; according to this, we can take the acoustic emission b-value and the sudden decrease in information entropy as a basis for the identification of strong earthquakes and predicting the time of the earthquake according to the acoustic emission b-value. We can also predict the time of earthquake occurrences based on the b-value of acoustic emission.
As shown in
Figure 4,
Figure 5,
Figure 6,
Figure 7,
Figure 8 and
Figure 9, to address the deviations in traditional b-value calculations caused by small sample sizes and incomplete earthquake catalogs, this study introduces the dynamic adjustment of the completeness magnitude within moving windows. This approach enhances sensitivity to pre-seismic stress variations by applying weighted corrections to mitigate the impact of data omissions. For information entropy computation, we implement kernel density estimation (KDE) to replace conventional binning statistics, eliminating entropy interference from arbitrary bin boundaries through a continuous probability density estimation. An integrated anomaly detection and processing mechanism effectively resolves numerical instability issues arising from data sparsity or homogeneity. This refined methodology demonstrates enhanced noise resistance in the Wenchuan earthquake case study, successfully capturing the coordinated evolution characteristics of pre-seismic b-value decline and entropy reduction with improved clarity. These advancements provide more reliable criteria for identifying seismic critical states [
14].
The proposed dynamic completeness magnitude adjustment within moving windows significantly improves the accuracy of b-value estimation by adaptively compensating for catalog incompleteness and small-sample biases, while weighted corrections enhance the sensitivity to localized stress variations [
3]. This method demonstrates robust noise resistance in the Wenchuan earthquake case study, capturing precursory b-value declines with higher resolution. However, its computational complexity increases with window size optimization and real-time adjustments, potentially limiting the rapid processing of large datasets. Additionally, the dependency on high-quality instrumentation records and regional seismicity patterns necessitates careful parameter calibration to avoid overfitting in diverse tectonic environments.