Identification of Disc Cutter Wear via Operation Parameters Combined With Vibration Data: A Case Study

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-10-21 DOI:10.1002/nag.3872
Yan‐Ning Wang, Han Chen, Xin‐Hao Min, Lin‐Shuang Zhao
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Abstract

This paper proposed an approach to estimate disc cutter wear utilizing a combination of multiple operational parameters and vibration data collected during shield tunneling operations. The incorporation of vibration signals, notably those originating from acceleration sensors mounted on the back plate of the soil chamber, has markedly enhanced the accuracy of the model. Time‐frequency domain features were extracted through analysis methods such as Fast Fourier Transform (FFT), Short‐Time Fourier Transform (STFT), and Continuous Wavelet Transform (CWT). A predictive model utilizing vibration and shield operation parameters was developed using the XGBoost algorithm, and a deep GoogLeNet Convolutional Neural Network (CNN) was trained on time‐frequency graphs from the CWT. In addition, this study also investigated the impact of signal duration on wavelet image information and model accuracy. In the Huang‐Shang Intercity Railway Project, the approach effectively assessed disc cutter wear during tunneling operations and dynamically optimized the operational parameters of the shield tunnel machine through predictive analysis.
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通过操作参数结合振动数据识别圆盘切刀磨损:案例研究
本文提出了一种利用多种运行参数和盾构掘进过程中收集的振动数据来估算圆盘刀磨损的方法。振动信号,特别是来自安装在土室背板上的加速度传感器的振动信号,明显提高了模型的准确性。通过快速傅立叶变换 (FFT)、短时傅立叶变换 (STFT) 和连续小波变换 (CWT) 等分析方法提取了时频域特征。使用 XGBoost 算法开发了一个利用振动和防护罩运行参数的预测模型,并根据 CWT 的时频图训练了一个深度 GoogLeNet 卷积神经网络 (CNN)。此外,本研究还探讨了信号持续时间对小波图像信息和模型精度的影响。在黄上城际铁路项目中,该方法有效评估了隧道掘进过程中的圆盘刀磨损情况,并通过预测分析动态优化了盾构机的运行参数。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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