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

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...

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Published inInternational journal for numerical and analytical methods in geomechanics Vol. 49; no. 1; pp. 256 - 279
Main Authors Wang, Yan‐Ning, Chen, Han, Min, Xin‐Hao, Zhao, Lin‐Shuang
Format Journal Article
LanguageEnglish
Published Bognor Regis Wiley Subscription Services, Inc 01.01.2025
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Summary: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.
Bibliography:This work was supported by the National Natural Science Foundation of China (Grant NSFC41672259), the Natural Science Foundation of Guangdong Province of China (Grant 2022A1515011200), the Science and Technology Planning Project of Guangdong Province of China (Grant STKJ2021129), and the State Key Laboratory for Geo‐Mechanics and Deep Underground Engineering of China University of Mining & Technology (Grant SKLGDUEK2005).
Funding
ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
ISSN:0363-9061
1096-9853
DOI:10.1002/nag.3872