Design of a Tunnel Anchor Monitoring System Based on Long Short-Term Memory–Autoregressive Integrated Moving Average Prediction

Junyan Qi, Yuhao Che, Lei Wang, Ruifu Yuan
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Abstract

Considering the shortcomings of the current monitoring system for tunnel anchor support systems, a tunnel anchor monitoring system based on LSTM-ARIMA prediction is proposed in this paper to prevent the deformation and collapse accidents that may occur in the underground mine tunnels during the backfilling process, which combines the Internet of Things and a neural network deep learning algorithm to achieve the real-time monitoring and prediction of the tunnel anchor pressure. To improve the prediction accuracy, a time series analysis algorithm is used in the prediction model of this system. In particular, an LSTM-ARIMA model is constructed to predict the tunnel anchor pressure by combining the Long Short-Term Memory (LSTM) model and the Autoregressive Integrated Moving Average (ARIMA) model. And a dynamic weighted combination method is designed based on model prediction confidence to acquire the optimal weight coefficients. This combined model enables the monitoring system to predict the anchor pressure more accurately, thereby preventing possible tunnel deformation and collapse accidents in advance. Finally, the overall system is verified using the anchor pressure dataset obtained from the 21,404 section of the Hulusu Coal Mine transportation tunnel in real-world engineering, whose results show that the pressure value predicted using the combined model is basically the same as the actual value on site, and the system has high real-time performance and stability, proving the effectiveness and reliability of the system.
基于长短期记忆-自回归综合移动平均预测的隧道锚杆监测系统设计
考虑到目前隧道锚杆支护系统监测系统存在的不足,本文提出了一种基于 LSTM-ARIMA 预测的隧道锚杆监测系统,以防止矿山井下隧道在回填过程中可能发生的变形和坍塌事故,该系统结合物联网和神经网络深度学习算法,实现了对隧道锚杆压力的实时监测和预测。为了提高预测精度,该系统的预测模型采用了时间序列分析算法。其中,通过将长短期记忆(LSTM)模型和自回归综合移动平均(ARIMA)模型相结合,构建了一个 LSTM-ARIMA 模型来预测隧道锚杆压力。并设计了一种基于模型预测置信度的动态加权组合方法,以获得最佳加权系数。该组合模型可使监测系统更准确地预测锚杆压力,从而提前预防可能发生的隧道变形和坍塌事故。最后,在实际工程中利用葫芦素煤矿运输巷道 21404 断面获得的锚杆压力数据集对整个系统进行了验证,结果表明利用组合模型预测的压力值与现场实际值基本一致,系统具有较高的实时性和稳定性,证明了系统的有效性和可靠性。
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