Real-time prediction of mechanical behaviors of underwater shield tunnel structure using machine learning method based on structural health monitoring data

作     者：Xuyan Tan Weizhong Chen Tao Zou Jianping Yang Bowen Du Xuyan Tan;Weizhong Chen;Tao Zou;Jianping Yang;Bowen Du

作者机构：State Key Laboratory of Geomechanics and Geotechnical EngineeringInstitute of Rock and Soil MechanicsChinese Academy of SciencesWuhan430071China University of Chinese Academy of SciencesBeijing100049China State Key Laboratory of Software Development EnvironmentBeihang UniversityBeijing100191China 

出 版 物：《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报（英文版）)

年 卷 期：2023年第15卷第4期

页      面：886-895页

核心收录：

学科分类：08[工学] 0818[工学-地质资源与地质工程] 0814[工学-土木工程] 

基　　金：This work is supported by the National Natural Science Foundation of China(Grant No.51991392) Key Deployment Projects of Chinese Academy of Sciences(Grant No.ZDRW-ZS-2021-3-3) the Second Tibetan Plateau Scientific Expedition and Research Program(STEP)(Grant No.2019QZKK0904). 

主　　题：Shied tunnel Machine learning Monitoring Real-time prediction Data analysis 

摘      要：Predicting the mechanical behaviors of structure and perceiving the anomalies in advance are essential to ensuring the safe operation of infrastructures in the long run.In addition to the incomplete consideration of influencing factors,the prediction time scale of existing studies is rough.Therefore,this study focuses on the development of a real-time prediction model by coupling the spatio-temporal correlation with external load through autoencoder network(ATENet)based on structural health monitoring(SHM)data.An autoencoder mechanism is performed to acquire the high-level representation of raw monitoring data at different spatial positions,and the recurrent neural network is applied to understanding the temporal correlation from the time series.Then,the obtained temporal-spatial information is coupled with dynamic loads through a fully connected layer to predict structural performance in next 12 h.As a case study,the proposed model is formulated on the SHM data collected from a representative underwater shield tunnel.The robustness study is carried out to verify the reliability and the prediction capability of the proposed model.Finally,the ATENet model is compared with some typical models,and the results indicate that it has the best *** model is of great value to predict the realtime evolution trend of tunnel structure.