Junfeng Sun , Yong Fang , Hu Luo , Zhigang Yao , Long Xiang , Jianfeng Wang , Yubo Wang , Yifan Jiang
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Additionally, the study explores other possible spatial connections and the scalability of the model. The results indicate that the proposed model outperforms other deep learning models, achieving favorable root mean square error (<span><math><mrow><mi>RMSE</mi></mrow></math></span>), mean absolute error (<span><math><mrow><mi>MAE</mi></mrow></math></span>), and coefficient of determination (<span><math><mrow><msup><mrow><mi>R</mi></mrow><mrow><mn>2</mn></mrow></msup></mrow></math></span>) values of 0.34 mm, 0.23 mm, and 0.94, respectively. The graph structure based on intuitive spatial connections proves more suitable for meeting the challenges of predicting deformation. Integrating GAT-LSTM with transfer learning technology, remains stable performance when extended to other tunnels with limited data.</p></div>","PeriodicalId":48505,"journal":{"name":"Underground Space","volume":"20 ","pages":"Pages 100-118"},"PeriodicalIF":8.2000,"publicationDate":"2024-08-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2467967424000813/pdfft?md5=553352262c269f7f53faaab720bd548a&pid=1-s2.0-S2467967424000813-main.pdf","citationCount":"0","resultStr":"{\"title\":\"Hybrid deep learning approach for rock tunnel deformation prediction based on spatio-temporal patterns\",\"authors\":\"Junfeng Sun , Yong Fang , Hu Luo , Zhigang Yao , Long Xiang , Jianfeng Wang , Yubo Wang , Yifan Jiang\",\"doi\":\"10.1016/j.undsp.2024.04.008\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The ability to predict tunnel deformation holds great significance for ensuring the reliability, safety, and sustainability of tunnel structures. However, existing deformation prediction models often simplify or overlook the impact of spatial characteristics on deformation by treating it as a time series prediction issue. This study utilizes monitoring data from the Grand Canyon Tunnel and introduces an effective data-driven method for predicting tunnel deformation based on the spatio-temporal characteristics of the historical deformation of adjacent sections. The proposed model, a combination of graph attention network (GAT) and bidirectional long and short-term memory network (Bi-LSTM), is equipped with robust spatio-temporal predictive capabilities. Additionally, the study explores other possible spatial connections and the scalability of the model. 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引用次数: 0
摘要
预测隧道变形的能力对于确保隧道结构的可靠性、安全性和可持续性具有重要意义。然而,现有的变形预测模型往往将空间特征作为时间序列预测问题来处理,从而简化或忽略了空间特征对变形的影响。本研究利用大峡谷隧道的监测数据,基于相邻地段历史变形的时空特征,引入了一种有效的数据驱动型隧道变形预测方法。所提出的模型是图注意网络(GAT)和双向长短期记忆网络(Bi-LSTM)的结合,具有强大的时空预测能力。此外,研究还探讨了其他可能的空间连接和模型的可扩展性。结果表明,所提出的模型优于其他深度学习模型,其均方根误差(RMSE)、平均绝对误差(MAE)和判定系数(R2)值分别为 0.34 mm、0.23 mm 和 0.94。事实证明,基于直观空间连接的图结构更适合应对预测变形的挑战。将 GAT-LSTM 与迁移学习技术相结合,当扩展到其他数据有限的隧道时,仍能保持稳定的性能。
Hybrid deep learning approach for rock tunnel deformation prediction based on spatio-temporal patterns
The ability to predict tunnel deformation holds great significance for ensuring the reliability, safety, and sustainability of tunnel structures. However, existing deformation prediction models often simplify or overlook the impact of spatial characteristics on deformation by treating it as a time series prediction issue. This study utilizes monitoring data from the Grand Canyon Tunnel and introduces an effective data-driven method for predicting tunnel deformation based on the spatio-temporal characteristics of the historical deformation of adjacent sections. The proposed model, a combination of graph attention network (GAT) and bidirectional long and short-term memory network (Bi-LSTM), is equipped with robust spatio-temporal predictive capabilities. Additionally, the study explores other possible spatial connections and the scalability of the model. The results indicate that the proposed model outperforms other deep learning models, achieving favorable root mean square error (), mean absolute error (), and coefficient of determination () values of 0.34 mm, 0.23 mm, and 0.94, respectively. The graph structure based on intuitive spatial connections proves more suitable for meeting the challenges of predicting deformation. Integrating GAT-LSTM with transfer learning technology, remains stable performance when extended to other tunnels with limited data.
期刊介绍:
Underground Space is an open access international journal without article processing charges (APC) committed to serving as a scientific forum for researchers and practitioners in the field of underground engineering. The journal welcomes manuscripts that deal with original theories, methods, technologies, and important applications throughout the life-cycle of underground projects, including planning, design, operation and maintenance, disaster prevention, and demolition. The journal is particularly interested in manuscripts related to the latest development of smart underground engineering from the perspectives of resilience, resources saving, environmental friendliness, humanity, and artificial intelligence. The manuscripts are expected to have significant innovation and potential impact in the field of underground engineering, and should have clear association with or application in underground projects.