<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/CINECAstyle.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-09-22T04:28:24Z</responseDate><request verb="GetRecord" identifier="oai:iris.polito.it:11583/3012050" metadataPrefix="oai_dc">https://iris.polito.it/oai/request</request><GetRecord><record><header><identifier>oai:iris.polito.it:11583/3012050</identifier><datestamp>2026-06-15T09:17:14Z</datestamp><setSpec>com_11583_2614433</setSpec><setSpec>com_11583_2614425</setSpec><setSpec>col_11583_2614424</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title>Seismic precursor identification method integrating acoustic emission physical models and multi-source data</dc:title>
<dc:creator>Jiang, Zihan</dc:creator>
<dc:contributor>Jiang, Zihan</dc:contributor>
<dc:subject>Earthquake precursor</dc:subject>
<dc:subject> Acoustic emission (AE)</dc:subject>
<dc:subject> Fracture mechanic</dc:subject>
<dc:subject> Method of critical fluctuations-based (MCF-B)</dc:subject>
<dc:subject> Natural time (NT) analysi</dc:subject>
<dc:subject> Crossscale</dc:subject>
<dc:subject> Deep learning</dc:subject>
<dc:subject> Physics-data synergistic driving</dc:subject>
<dc:description>Earthquakes are among the most devastating natural hazards worldwide. Accurate &#xd;
earthquake prediction can significantly reduce disaster losses, yet seismic precursor &#xd;
identification remains one of the most challenging scientific problems of our time.&#xd;
Earthquakes result from macroscopic rock fracture in the Earth's crust, and their&#xd;
preparation process shares profound physical homology with the cross-scale damage &#xd;
evolution in materials, from microcrack initiation and propagation to macroscopic &#xd;
instability. Acoustic emission (AE), as stress waves generated by the release of strain &#xd;
energy during rock microfracturing, offers the potential to capture direct physical &#xd;
effects of earthquake preparation and to explore physics-based earthquake precursor &#xd;
identification. However, existing research faces challenges such as unclear precursor &#xd;
mechanisms, high false-alarm rates of single methods, and difficulties in unifying &#xd;
laboratory and field observation scales. Addressing these issues, this study takes &#xd;
fracture mechanics as the theoretical foundation, adopts the novel Method of Critical &#xd;
Fluctuations-Based (MCF-B) analysis as the core approach, and leverages AE &#xd;
technique to conduct cross-scale precursor identification research spanning laboratory &#xd;
experiments and field measurements, while integrating multi-source data and deep &#xd;
learning techniques to construct an intelligent precursor warning framework. The main &#xd;
research work and conclusions are as follows:&#xd;
(1) An AE signal analysis method based on the critical fluctuation (MCF-B)&#xd;
approach is proposed. Traditional b-value analysis has limitations in describing &#xd;
nonlinear amplitude distributions. Grounded in critical fluctuation theory, the MCF-B &#xd;
method is introduced, incorporating a power-law decay exponent (p2) and an &#xd;
exponential decay exponent (p3). Its potential for cross-scale application, from material &#xd;
fracture to earthquake preparation, is demonstrated. It quantifies deviations of &#xd;
amplitude distributions from ideal power-law behavior and captures crossover &#xd;
phenomena (p2 decrease, p3 increase) as systems approach instability, providing a more &#xd;
physically meaningful and sensitive statistical criterion for precursor identification.&#xd;
(2) A series of experiments were conducted, including compression tests on steel &#xd;
fiber-reinforced concrete (SFRC), size effect tests on ultra-high performance concrete &#xd;
(UHPC), flexural tests on UHPC-strengthened beams, field monitoring of cracks in &#xd;
steel-UHPC composite decks, and flexural tests on glass fiber-reinforced polymer &#xd;
(GFRP) bar-reinforced concrete beams. Results indicate: AE parameters (b-value, RA AF, etc.) effectively characterize damage evolution and cracking mode transitions; AE &#xd;
energy follows a fractal scaling law, with fiber toughening increasing the fractal &#xd;
dimension of the damage domain; Natural time (NT) analysis can serve as an earlier &#xd;
warning indicator than the b-value method. In the GFRP beam tests, the MCF-B method, &#xd;
through the synergistic evolution of its parameters, tracked the entire process from &#xd;
critical state to instability more robustly and persistently than the traditional b-value &#xd;
method. Its identification results were consistent with NT analysis and AE information &#xd;
entropy analysis, validating the effectiveness and superiority of the MCF-B method in &#xd;
identifying failure precursors across scales.&#xd;
(3) Synchronous monitoring of AE and seismicity was conducted in a granite &#xd;
mountain tunnel. Significant correlations were found between intense AE bursts and &#xd;
regional earthquakes. AE characteristic parameters, b-value, and NT analysis &#xd;
effectively identified pre-seismic anomalies. Multimodal statistical analysis showed &#xd;
that temporal variations in AE distribution precede those of seismicity, serving as &#xd;
earthquake precursors capable of identifying seismic events approximately 17 hours in &#xd;
advance. The MCF-B method was applied to field AE data, revealing significant &#xd;
synergistic anomalies in p2 and p3 parameters before earthquakes. Simultaneous &#xd;
electromagnetic emission (EME) monitoring cross-validated the reliability of AE &#xd;
precursors, revealing a strict temporal sequence of "EME precursor first, AE precursor &#xd;
second" before earthquakes, with signal strength positively correlated with subsequent &#xd;
magnitude.&#xd;
(4) A physics-data driven deep learning model for earthquake precursor &#xd;
identification was constructed, achieving real-time warning with high accuracy. Based &#xd;
on fundamental features (AE count, count rate, frequency, amplitude), a deep neural &#xd;
network model was designed. Through cross-validation and hyperparameter &#xd;
optimization, the baseline model achieved 97.6% accuracy on the test set, significantly &#xd;
outperforming traditional machine learning methods. Validation using 180-day long term time-series data showed an average warning lead time of 20.5 hours for four major &#xd;
seismic events, with 97.1% accuracy and 97.8% recall, indicating good generalization &#xd;
ability and stability in long-term practical applications. By further incorporating higher order physical features, namely MCF-B parameters (p2, p3) and NT variance (κ1), into &#xd;
the model, a physics-data hybrid-driven framework was constructed, improving &#xd;
accuracy and extending warning lead time. SHAP analysis confirmed the key &#xd;
contribution of these physical feature parameters (p2, p3, κ1) to model decisions, &#xd;
demonstrating the effectiveness of the physics-data synergistic-driven approach.&#xd;
In summary, through theoretical innovation, methodological development, and &#xd;
multi-scale empirical validation, this study establishes a set of theories and methods for &#xd;
cross-scale precursor identification, from microfracture to macro-earthquake. The &#xd;
research findings can provide new scientific basis and technical pathways for &#xd;
earthquake early warning</dc:description>
<dc:date>2026</dc:date>
<dc:type>info:eu-repo/semantics/doctoralThesis</dc:type>
<dc:identifier>https://hdl.handle.net/11583/3012050</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>numberofpages:186</dc:relation>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:rights>license:Creative commons</dc:rights>
<dc:rights>license:Creative commons</dc:rights>
<dc:rights>license uri:http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>license uri:http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
</oai_dc:dc></metadata></record></GetRecord></OAI-PMH>