Prediction Method of Pit Deformation Based on CNN-BiLSTM-Attention

  • Meng Fei ,
  • Zheng Zhuoran ,
  • Huang Wencong ,
  • Yue Xuejun ,
  • Zhang Weifeng
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  • 1. College of Electronic Engineering, South China Agricultural University, Guangzhou 510642, P. R. China;
    2. Zhongshan Power Supply Bureau, Guangdong Power Grid Co., Ltd., Zhongshan, Guangdong 528400, P. R. China;
    3. College of Water Resources and Civil Engineering, South China Agricultural University, Guangzhou 510642, P. R. China

Received date: 2024-09-11

  Online published: 2025-09-03

Abstract

Accurate prediction of pit deformation has always been one of the key problems in pit engineering, and the complexity of underground space and the diversity of pit construction environments make the traditional prediction methods incompetent in dealing with this problem. In order to improve the accuracy of pit deformation prediction, a deep pit deformation prediction model combining convolutional neural network (CNN), bi-directional long and short-term memory neural network (BiLSTM), and attention mechanism (Attention) is proposed. By constructing a spatio-temporal grid, spatial features of foundation pit deformation are extracted using convolutional neural network, temporal features are modeled by combining bidirectional long and short-term memory network, the attention mechanism is introduced to improve the model's attention to the key spatio-temporal locations, and finally the features are integrated by the fully-connected layer to output the predicted monitoring values. Based on the monitoring data of a deep foundation pit of a talent apartment in Guangzhou City for engineering case validation, the results of ablation and comparison experiments show that the proposed method has higher accuracy in the prediction of deformation in deep foundation pits.

Cite this article

Meng Fei , Zheng Zhuoran , Huang Wencong , Yue Xuejun , Zhang Weifeng . Prediction Method of Pit Deformation Based on CNN-BiLSTM-Attention[J]. Chinese Journal of Underground Space and Engineering, 2025 , 21(S1) : 87 -94 . DOI: 10.20174/j.JUSE.2025.S1.11

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