4.7 Article

A hybrid deep learning approach for dynamic attitude and position prediction in tunnel construction considering spatio-temporal patterns

期刊

EXPERT SYSTEMS WITH APPLICATIONS
卷 212, 期 -, 页码 -

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.eswa.2022.118721

关键词

GCN-LSTM; Deep Learning; Tunnel Construction; Real-time prediction

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This study proposes a hybrid deep learning approach, named GCN-LSTM, for accurately predicting the dynamic attitude and position of the tunnel boring machine (TBM). By utilizing key operational parameters and historical values, the model is trained to predict the vertical and horizontal deviations at the articulation and tail of TBM. Shapley Additive exPlanations (SHAP) analysis is performed to improve interpretability and identify key factors. The proposed approach outperforms state-of-the-art methods in terms of accuracy and is suitable for reliable TBM position estimation.
This study proposes a hybrid deep learning approach for dynamic attitude and position prediction of the tunnel boring machine (TBM) with high accuracy. By utilizing the key operational parameters as well as the historical value of TBM's positions, the proposed deep learning model with graph convolutional network (GCN) and long short-term memory (LSTM), named GCN-LSTM, is constructed and trained to predict the vertical and horizontal deviations at the articulation and tail of TBM. Shapley Additive exPlanations (SHAP) analysis is then performed to improve the model's interpretability and determine the key contributing factors. Data obtained from a realistic tunnel project in Singapore's Thomson-East Coast line is utilized as a case study. The results indicate that: (1) The proposed GCN-LSTM approach provides accurate prediction with an average MAE of 1.009 mm, RMSE of 1.445 mm and R2 of 0.941. (2) The historical values of the deviation and adjustment are the major contributions to the current deviations, while the present adjustment could only influence the deviation in the future. (3) The pro-posed GCN-LSTM model outperforms the state-of-the-art methods in most metrics for the four outputs and thus is the most suitable method for the prediction. The proposed approach provides a reliable estimation of TBM's position which assists in improving the overall project quality and reduces the risk of tunnel misalignments.

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