Picking P-wave arrival times from microseismic signals in tunnels with low signal-to-noise ratios without noise filtering

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yaxun Xiao , Shujie Chen , Guangliang Feng , Liu Liu , Shaojun Li , Junbo Zhou , Tingzhou Yan , Jianing Guo
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引用次数: 0

Abstract

Microseismic (MS) signals detected in tunnels feature low signal-to-noise ratios (SNRs) due to the complexity of the construction environment. As a result, MS events of low energy are hidden in the background noise so that separating such events from the noise using filtering is impractical. In this work, a new method is proposed to identify the arrival times of P-waves in such circumstances that does not require noise filtering. We call it the instantaneous phase difference intensity of P-waves (IPDI_P) method. The key requirement of the method (which is naturally met when monitoring MS signals in tunnels) is that the source wave travelling path difference between the target and auxiliary signals is not larger than the wavelength of the P-wave. IPDI_P functions are constructed that correspond to specific characteristics between the target and auxiliary signals. We take the first peak equal to, or close to, the maximum value of the IPDI_P curve to correspond to the P-wave arrival time of the target signal. The amplitude distributions of the two main noises in a tunnel (electrical noise and mechanical vibration) are first analyzed in the time- and frequency-domains and then accurately simulated. Then, numerical simulations and a case study are made. The results indicate that the IPDI_P method is reliable in tunnels without noise filtering and its performance is better than that of more traditional methods (STA/LTA and AIC), especially for MS signals with SNRs that are less than 30 dB (so the P-wave's SNR is less than 16–24 dB). The error in the P-wave arrival time caused by mechanical noise (vibration) is larger than that caused by electrical noise. The principles underlying auxiliary signal selection are also discussed. Our study is an important step towards the development of a fully-automatic MS-based rockburst detection system for use in deep tunnels.
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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