Analysis and Prediction of Deformation of Shield Tunnel Under the Influence of Random Damages Based on Deep Learning

被引:0
作者
Niu, Xiaokai [1 ]
Pan, Yuqiang [2 ,3 ]
Li, Wei [2 ,3 ]
Xie, Zhitian [1 ]
Song, Wei [1 ]
Zhang, Chengping [2 ,3 ]
机构
[1] Beijing Municipal Engn Res Inst, Beijing Key Lab Underground Engn Construct Predict, Beijing 100037, Peoples R China
[2] Beijing Jiaotong Univ, Key Lab Urban Underground Engn, Educ Minist, Beijing 100044, Peoples R China
[3] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
关键词
shield tunnel; convolutional neural network; segment deformation; random damage; deep learning; SOIL;
D O I
10.3390/buildings15101590
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shield tunnels in operation are often affected by complex geological conditions, environmental factors, and structural aging, leading to cumulative damage in the segments and, consequently, increased deformation that compromises structural safety. To investigate the deformation behavior of tunnel linings under random damage conditions, this study integrates finite element numerical simulation with deep learning techniques to analyze and predict the deformation of shield tunnel segments. First, a refined three-dimensional finite element model was established, and a random damage modeling method was developed to simulate the deformation evolution of tunnel segments under different damage ratios. Additionally, a statistical analysis was conducted to assess the uncertainty in deformation caused by random damage. Furthermore, this study introduces a convolutional neural network (CNN) surrogate model to enable the rapid prediction of shield tunnel deformation under random damage conditions. The results indicate that as the damage ratio increases, both the mean deformation and its variability progressively rise, leading to increased deformation instability, demonstrating the cumulative effect of damage on segment deformation. Moreover, the 1D-CNN surrogate model was trained using finite element computation results, and predictions on the test dataset showed excellent agreement with FEM calculations. The surrogate model achieved a correlation coefficient (R2) exceeding 0.95 and an RMSE below 0.016 mm, confirming its ability to accurately predict the deformation of tunnel segments across different damage conditions. To the best of our knowledge, the finite-element-deep-learning hybrid approach proposed in this study provides a valuable theoretical foundation for predicting the deformation of in-service shield tunnels and assessing structural safety, offering scientific guidance for tunnel safety evaluation and damage repair strategies.
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页数:26
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共 49 条
[1]   Deep learning of electromechanical impedance for concrete structural damage identification using 1-D convolutional neural networks [J].
Ai, Demi ;
Mo, Fang ;
Cheng, Jiabao ;
Du, Lixun .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 385
[2]   Degradation prediction of IGBT module based on CNN-LSTM network [J].
Bai, Liangjun ;
Huang, Meng ;
Pan, Shangzhi ;
Li, Kang ;
Zha, Xiaoming .
MICROELECTRONICS RELIABILITY, 2025, 168
[3]   EEG-CNN-Souping: Interpretable emotion recognition from EEG signals using EEG-CNN-souping model and explainable AI [J].
Chaudary, Eamin ;
Khan, Sheeraz Ahmad ;
Mumtaz, Wajid .
COMPUTERS & ELECTRICAL ENGINEERING, 2025, 123
[4]   Predictive modeling of shallow tunnel behavior: Leveraging machine learning for maximum convergence displacement estimation [J].
Dashtgoli, Danial Sheini ;
Sadeghian, Rasool ;
Ardakani, Ahmad Reza Mahboubi ;
Mohammadnezhad, Hamid ;
Giustiniani, Michela ;
Busetti, Martina ;
Cherubini, Claudia .
TRANSPORTATION GEOTECHNICS, 2024, 47
[5]   Experimental study on the influence of cracks on tunnel vibration under subway train load [J].
Ding, Zhi ;
Huang, Xin ;
Sun, Miao-miao ;
Xu, Li-yang ;
Huang, Zhang-gong ;
Zhou, Qi-hui .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 142
[6]   Deep learning with visual explanations for leakage defect segmentation of metro shield tunnel [J].
Feng, Shi Jin ;
Feng, Yong ;
Zhang, Xiao Lei ;
Chen, Yi Han .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 136
[7]   Investigation of mechanical failure performance of a large-diameter shield tunnel segmental ring [J].
Gao, Binyong ;
Chen, Renpeng ;
Wu, Huaina ;
Zhang, Chengcheng ;
Fan, Meng ;
Xiao, Chao .
JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2024, 25 (05) :411-428
[8]   Novel Approach-Based Sparsity for Damage Localization in Functionally Graded Material [J].
Ghandourah, Emad ;
Bendine, Kouider ;
Khatir, Samir ;
Benaissa, Brahim ;
Banoqitah, Essam Mohammed ;
Alhawsawi, Abdulsalam Mohammed ;
Moustafa, Essam B. B. .
BUILDINGS, 2023, 13 (07)
[9]   Leakage mechanisms of an operational underwater shield tunnel and countermeasures: A case study [J].
Gong, Chenjie ;
Cheng, Mingjin ;
Ge, Yangyang ;
Song, Jianrong ;
Zhou, Zhong .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2024, 152
[10]   Multiple Water and Sand Leakage Model Tests for Shield Tunnels [J].
Greene, Emmet Amonee ;
Zheng, Gang ;
Cheng, Xuesong ;
Zhaolin, Cui .
BUILDINGS, 2024, 14 (12)