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

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2024-08-30 DOI:10.1016/j.tust.2024.106051
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Abstract

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.

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盾构隧道施工过程中基于图卷积网络的新型结构变形预测方法
盾构掘进穿越既有钢筋混凝土结构时,上部结构变形是反映工程施工对既有结构扰动程度的重要参数。精确预测结构变形可以帮助工程师调整盾构机运行参数,确保工程成功。目前还没有人尝试研究用机器学习预测盾构机穿越现有结构时结构变形的可行性和适用性。针对这一问题,本文提出了一种新颖的混合模型(DSGCN-TCN),将动态空间图卷积网络(DSGCN)和时序卷积网络(TCN)相结合来预测结构变形。首先,基于相关系数和注意力机制构建动态邻接矩阵,以描述不规则图结构的动态变化。然后将动态邻接矩阵和特征矩阵作为 GCN 模型的输入,提取结构变形数据的动态空间特征。随后,TCN 和注意力层捕捉结构变形数据的时间相关性。最后,利用实际工程中的测量数据验证了所提方法的预测性能。实验结果表明,与所选基线模型和子模型相比,所提模型能更准确地预测结构变形。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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