期刊文献+

Tunnel boring machine vibration-based deep learning for the ground identification of working faces 被引量:8

下载PDF
导出
摘要 Tunnel boring machine(TBM) vibration induced by cutting complex ground contains essential information that can help engineers evaluate the interaction between a cutterhead and the ground itself.In this study,deep recurrent neural networks(RNNs) and convolutional neural networks(CNNs) were used for vibration-based working face ground identification.First,field monitoring was conducted to obtain the TBM vibration data when tunneling in changing geological conditions,including mixed-face,homogeneous,and transmission ground.Next,RNNs and CNNs were utilized to develop vibration-based prediction models,which were then validated using the testing dataset.The accuracy of the long short-term memory(LSTM) and bidirectional LSTM(Bi-LSTM) models was approximately 70% with raw data;however,with instantaneous frequency transmission,the accuracy increased to approximately 80%.Two types of deep CNNs,GoogLeNet and ResNet,were trained and tested with time-frequency scalar diagrams from continuous wavelet transformation.The CNN models,with an accuracy greater than 96%,performed significantly better than the RNN models.The ResNet-18,with an accuracy of 98.28%,performed the best.When the sample length was set as the cutterhead rotation period,the deep CNN and RNN models achieved the highest accuracy while the proposed deep CNN model simultaneously achieved high prediction accuracy and feedback efficiency.The proposed model could promptly identify the ground conditions at the working face without stopping the normal tunneling process,and the TBM working parameters could be adjusted and optimized in a timely manner based on the predicted results.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2021年第6期1340-1357,共18页 岩石力学与岩土工程学报(英文版)
基金 supported by the National Natural Science Foundation of China(Grant No.52090082) the Natural Science Foundation of Shandong Province,China(Grant No.ZR2020ME243) the Shanghai Committee of Science and Technology(Grant No.19511100802)。
  • 相关文献

参考文献11

二级参考文献34

  • 1朱永全,景诗庭,张清.时间序列分析在隧道施工监测中的应用[J].岩石力学与工程学报,1996,15(4):353-359. 被引量:49
  • 2Attoh-Okine, N.O., Cooger, K., Mensah, S., 2009. Multivariate adaptive regression (MARS) and hinged hyperplanes (HHP) for doweled pavement performance modeling. Journal of Construction and Building Materials 23, 3020-3023.
  • 3Das, S.K., Basudhar, EK., 2006. Undrained lateral load capacity of piles in clay using artificial neural network. Computer and Geotechnics 33 (8), 454-459.
  • 4Demuth, H., Beale, M., 2003. Neural Network Toolbox for MATLAB-user Guide Version 4.1. The Math Works Inc.
  • 5Friedman, J.H., 1991. Multivariate adaptive regression splines. The Annals of Sta- tistics 19, 1-141.
  • 6Gandomi, A.H., Roke, D.A., 2013. Intelligent formulation of structural engineering systems. In: Seventh M1T Conference on Computational Fluid and Solid Me- chanics- Focus: Multiphysics and Multiscale, 12-14 Jun., Cambridge, USA.
  • 7Garson, G.D., 1991. Interpreting neural-network connection weights. Al Expert 6 (7), 47-51.
  • 8Goh, A.T.C., Zhang, W.G., 2014. An improvement to MLR model for predicting liquefaction-induced lateral spread using Multivariate Adaptive Regression Splines. Engineering Geology 170, 1 10.
  • 9Hastie, T., Tibshirani, R., Friedman, J., 2009. The Elements of Statistical Learning: Data Mining, Inference and Prediction, second ed. Springer.
  • 10Jekabsons, G., 2010. VariReg: a Software Tool for Regression Modelling Using Various Modeling Methods. Riga Technical University. http://www.cs.rtu.lv/ jekabsons/.

共引文献233

同被引文献207

引证文献8

二级引证文献33

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部