A novel structural deformation prediction method based on graph convolutional network during shield tunnel construction

被引:0
|
作者
Chen, Cheng [1 ]
Liu, Wei [2 ]
Dong, Manman [3 ]
Ren, Ruiqi [4 ]
Wu, Ben [5 ]
Tang, Peng [6 ]
机构
[1] Suzhou City Univ, Inst Intelligent Mfg & Smart Transportat, Suzhou 215104, Jiangsu, Peoples R China
[2] Soochow Univ, Sch Rail Transportat, Suzhou 215000, Jiangsu, Peoples R China
[3] Changshu Inst Technol, Business Sch, Suzhou 215506, Jiangsu, Peoples R China
[4] Nanyang Technol Univ, Sch Civil & Environm Engn, S-639798 Singapore, Singapore
[5] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
[6] Nanjing Construct Engn Grp Co Ltd, Nanjing 211100, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Shield tunneling; Structural deformation; Deep learning; Attention mechanism; Temporal-spatial characteristics; BRIDGE;
D O I
10.1016/j.tust.2024.106051
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
During shield tunneling through existing steel reinforced concrete structures, superstructure deformation is an important parameter that reflects the disturbance degree of engineering construction to existing structure. Precisely predicting structural deformation can help engineers adjust shield machine operational parameters and ensure the success of the project. There has been no attempt to study the feasibility and applicability of machine learning for predicting structural deformation when shield machine cut through existing structure. To address this problem, this paper proposes a novel hybrid model (DSGCN-TCN), combining dynamic spatial graph convolutional network (DSGCN) and temporal convolutional network (TCN), to predict structural deformation. First, dynamic adjacency matrix is constructed based on correlation coefficient and attention mechanism to describe the dynamic change of irregular graph structure. Then dynamic adjacency matrices and feature matrices as the input of the GCN model to extract the dynamic spatial feature of structural deformation data. Followed by TCN and attention layer to capture the temporal correlation of structural deformation data. Finally, the prediction performance of the proposed method is verified using measured data from practical engineering. The experiment results show that compared with the selected baseline models and sub-models, the proposed model can predict the structural deformation more accurately.
引用
收藏
页数:15
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