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Prediction method of longitudinal surface settlement caused by double shield tunnelling based on deep learning
Wentao Shang1,2,3, Yan Li4,5,6, Huanwei Wei4,5,6
1College of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, People's Republic of China. shangwentao@sdjzu.edu.cn.
This study introduces a novel deep learning approach for predicting surface settlement from shield excavation, optimizing feature selection and utilizing a double-input deep neural network (D-DNN) for improved accuracy with twin tunnel considerations.
Area of Science:
- Geotechnical Engineering
- Artificial Intelligence in Civil Engineering
- Tunneling and Underground Construction
Background:
- Shield excavation poses challenges for predicting surface settlement due to limited data and high-dimensional operational parameters.
- Accurate prediction of surface settlement is crucial for mitigating risks associated with underground construction projects.
Purpose of the Study:
- To develop an optimized deep learning framework for predicting longitudinal surface settlement caused by shield excavation.
- To address the challenges of small sample data and high-dimensional parameters in settlement prediction.
- To incorporate the influence of twin tunnels into the settlement prediction model.
Main Methods:
- Compared various optimization algorithms, selecting the slime mould algorithm (SMA) for hyperparameter optimization of random forest (RF).
- Utilized SMA-optimized RF (SMA-RF) for dimensionality reduction and feature contribution analysis.
- Proposed a double-input deep neural network (D-DNN) framework to account for twin tunnel influences and enhance data fidelity.
Main Results:
- SMA demonstrated superior performance over other optimization algorithms.
- Input features with a cumulative contribution exceeding 90% yielded high prediction accuracy.
- Reduced shield operational parameters exhibited a strong nonlinear relationship with surface settlement.
- The D-DNN model, considering twin tunnels, expanded the database by over 1.5 times, improving R² by 27.85% and reducing MAE by 53.2% compared to S-DNN.
Conclusions:
- The proposed D-DNN framework effectively predicts surface settlement, outperforming traditional methods by incorporating twin tunnel effects.
- Feature selection using SMA-RF is vital for accurate settlement prediction, though feature contribution analysis shows uncertainty with small datasets.
- The study highlights the potential of optimized deep learning for complex geotechnical engineering problems.
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