A rock failure critical point discrimination method based on acoustic emission timing prediction residual

By using a method based on acoustic emission time-series prediction residuals, and employing a long short-term memory network model and dynamic threshold determination technology, the problems of weak anti-interference ability and data dependence in existing rock failure early warning methods are solved, and accurate identification and early warning of rock failure critical points are achieved.

CN122409873APending Publication Date: 2026-07-17新疆葱岭能源有限公司
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
新疆葱岭能源有限公司
Filing Date
2026-04-24
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing rock damage early warning methods based on acoustic emission have weak anti-interference capabilities in mining environments, struggle to distinguish between instantaneous noise spikes and actual pre-fracture signals, lack in-depth analysis of the temporal evolution of acoustic emission, and rely on scarce damage sample data.

Method used

A method based on acoustic emission time-series prediction residuals is adopted. The cumulative ringing count sequence is predicted through a long short-term memory network model. The mean and standard deviation of the residual sequence are calculated, a dynamic reference noise benchmark and adaptive adjustment coefficient are constructed, and a dynamic outlier determination threshold is generated to achieve accurate identification of the critical point of rock failure.

Benefits of technology

It enables accurate and timely identification of rock failure critical points, improves the anti-interference capability and generalization performance of the early warning system, and can adapt to signal fluctuations in different rock samples and monitoring environments.

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Abstract

本发明涉及一种基于声发射时序预测残差的岩石破坏临界点判别方法,该方法包括:获取待测岩石的声发射信号,并进行计算得到累计振铃计数的真实序列;对真实序列进行预测,得到累计振铃计数的预测序列;根据真实序列和预测序列,计算得到残差序列;计算残差序列在初始稳定期内的均值与标准差;构建动态参考噪声基准值;计算自适应调节系数;计算动态离群判定阈值;根据残差序列和动态离群判定阈值的关系,得到岩石是否达到破坏临界点的判别结果。该方法不依赖于大量破坏负样本,能适应不同岩石样本和监测环境下的信号波动,有效区分瞬时噪声干扰与真实破坏前兆,实现了对岩石破坏临界点的准确及时判别,显著提升了预警系统的抗干扰能力和泛化性能。
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