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隧道与地下工程灾害防治
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基于VMD-CNN-BiLSTM模型与注意力机制融合的盾构施工诱发地表沉降时序预测
郭军浩1,颜梦瑶1,李杰1,周雷1,赵兴1,黄阜2,任子衡2
(1.中铁十六局集团有限公司,北京 100018;2.长沙理工大学土木与环境工程学院,湖南长沙410114)
Time series prediction of shield construction ground settlement based on the fusion method of VMD-CNN-BiLSTM model and attention mechanism
GUO Junhao1, YAN Mengyao1, LI Jie1, ZHOU Lei1, ZHAO Xing1, HUANG Fu2, REN Ziheng2
(1. China Railway 16th Bureau Group Corporation Limited Beijing 100018, China; 2. School of Civil and Environmental Engineering, Changsha University of Science & Technology, Changsha 410114, Hunan, China)
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摘要 针对盾构隧道施工诱发的地表沉降预测中,传统经验公式与单一机器学习模型对多源参数非线性时序特征挖掘不足的问题,建立一种能有效表征复杂地层扰动响应动态关联性的深度学习模型,对盾构施工诱发的地表沉降进行预测。通过融合变分模态分解(variational mode decomposition, VMD)、卷积神经网络(convolutional neural network, CNN)、双向长短期记忆网络(bidirectional long short-term memory, BiLSTM)与注意力机制(attention mechanism, Attention),构建VMD-CNN-BiLSTM-Attention预测模型。基于该模型,利用VMD分解沉降时序数据并采用CNN提取盾构掘进参数(推力、扭矩等)与地层参数(弹性模量、黏聚力、渗透系数等)的空间特征,在此基础上结合BiLSTM挖掘时序依赖关系,基于长沙地铁6号线东延段盾构下穿机场跑道过程中地表沉降监测数据对本研究构建的模型进行训练。最后将模型预测结果与现场实测数据进行对比,对比结果表明:本模型测试集均方根误差(root mean square error,RMSE)较小,决定系数(R2)达0.96以上,显著提升了地表沉降预测精度,能够为盾构施工诱发的沉降控制与风险预警提供理论支持。
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郭军浩
颜梦瑶
李杰
周雷
赵兴
黄阜
任子衡
关键词:  盾构施工  地表沉降预测  变分模态分解  深度学习    
Abstract: In surface settlement prediction induced by shield tunneling, traditional empirical formulas and conventional single machine learning models often fell short in adequately capturing the nonlinear spatiotemporal characteristics embedded in multi-source parameters. To address this challenge, a deep learning-based predictive model was proposed in this paper for effectively representing the dynamic interdependencies of stratum disturbance responses under complex geological conditions. Specifically, a hybrid VMD–CNN–BiLSTM–Attention framework was constructed by synergistically integrating Variational Mode Decomposition (VMD), Convolutional Neural Network (CNN), Bidirectional Long Short-Term Memory (BiLSTM), and the Attention Mechanism. Within the proposed framework, VMD was first applied to decompose the raw settlement time series into multiple intrinsic mode functions, thereby facilitating noise reduction and latent pattern extraction. Subsequently, CNN was employed to extract spatial correlation features from both shield operational parameters (e.g., thrust, torque) and geotechnical properties (e.g., elastic modulus, cohesion, permeability coefficient). The high-level feature representations were then processed by the BiLSTM module to model bidirectional long-term temporal dependencies, while the attention mechanism was utilized to dynamically assign adaptive weights to salient time steps, thus enhancing both predictive accuracy and model interpretability. The model was trained and validated using field-monitored surface settlement data obtained during the shield-driven construction of the eastern extension of Changsha Metro Line 6, where the tunnel was successfully underpassed a critical airport runway. Comparative evaluation against in-situ measurements demonstrated that the proposed model achieved a low root mean square error (RMSE) on the test set and a high coefficient of determination (R2> 0.96), which significantly outperformed conventional approaches in prediction accuracy. The results confirmed that the VMD–CNN–BiLSTM–Attention framework provided a robust and reliable tool for real-time settlement forecasting, thereby offering strong theoretical support for settlement control and early risk warning in shield tunneling projects.
Key words:  shield tunneling    ground settlement prediction    variational mode decomposition    deep learning
收稿日期:  2025-10-11      修回日期:  2026-01-12      发布日期:  2026-03-06     
中图分类号:  TU94+1  
  TU457  
基金资助: 国家自然科学基金面上资助项目(52278395)
作者简介:  郭军浩(1984—),男,河南许昌人,高级工程师,硕士,主要研究方向土压平衡盾构掘进技术。E-mail: 18530885610@163.com
引用本文:    
郭军浩, 颜梦瑶, 李杰, 周雷, 赵兴, 黄阜, 任子衡. 基于VMD-CNN-BiLSTM模型与注意力机制融合的盾构施工诱发地表沉降时序预测[J]. 隧道与地下工程灾害防治, .
GUO Junhao, YAN Mengyao, LI Jie, ZHOU Lei, ZHAO Xing, HUANG Fu, REN Ziheng. Time series prediction of shield construction ground settlement based on the fusion method of VMD-CNN-BiLSTM model and attention mechanism. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1-14.
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[2] 高贤成. 基于ConDenseNet架构煤岩破坏识别模型及其优化研究[J]. 隧道与地下工程灾害防治, 2024, 6(4): 90-98.
[3] 方恩权, 王耀东, 李星言, 马农杰. 地铁盾构隧道渗漏水病害图像识别算法[J]. 隧道与地下工程灾害防治, 2022, 4(4): 28-33.
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