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XU Jianbo,YAO Tianyu,WANG Li,et al. Prediction of Squeezing Surrounding Rock Tunnel Deformation Based on Support Vector Regression Optimized by Swarm Intelligence Algorithm[J]. Bulletin of Geological Science and Technology,2025,${article_volume}(0):1-10 doi: 10.19509/j.cnki.dzkq.tb20230675
Citation: XU Jianbo,YAO Tianyu,WANG Li,et al. Prediction of Squeezing Surrounding Rock Tunnel Deformation Based on Support Vector Regression Optimized by Swarm Intelligence Algorithm[J]. Bulletin of Geological Science and Technology,2025,${article_volume}(0):1-10 doi: 10.19509/j.cnki.dzkq.tb20230675

Prediction of Squeezing Surrounding Rock Tunnel Deformation Based on Support Vector Regression Optimized by Swarm Intelligence Algorithm

doi: 10.19509/j.cnki.dzkq.tb20230675
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  • Author Bio:

    E-mail:461423403@qq.com

  • Corresponding author: E-mail:cugluoxd@foxmail.com
  • Received Date: 06 Dec 2023
  • Accepted Date: 19 Feb 2024
  • Rev Recd Date: 06 Feb 2024
  • Available Online: 21 Mar 2025
  • Objective

    In tunnel engineering, the prerequisite for tunnel design and construction safety is to accurately assess the amount of deformation of tunnel surrounding rock.

    Methods

    In this paper, the Firefly Algorithm (FA), Whale Optimization Algorithm (WOA) and Gray Wolf Optimization Algorithm (GWO) are combined with optimized Support Vector Regression (SVR), and based on which three hybrid swarm intelligent optimization prediction models are constructed to predict deformation of extruding surrounding rock tunnels. A database containing 62 samples was constructed, and seven initial parameters of tunnels and surrounding rocks were selected as the input parameters of the prediction models, and the radial deformation of tunnels as the output quantities. The coefficient of determination (R2), root-mean-square error (RMSE), and mean absolute error (MAE) were selected as the evaluation indexes of the model prediction effect. Finally, the effects of different input parameters on the prediction results of tunnel rock deformation were evaluated using normalized mutual information values.

    Results

    The FA-SVR model demonstrated superior predictive performance during both the training and testing phases compared to the GWO-SVR and WOA-SVR models. For the training set, the corresponding R2 values were 0.9634 and 0.9648, respectively, while the RMSE values were 18.786 and 14.699, and the MAE values were 9.460 and 11.170. The ranking of predictive capability was as follows: FA-SVR > WOA-SVR > GWO-SVR.

    Conclusion

    The results show that the firefly algorithm, the whale optimization algorithm and the gray wolf optimization algorithm can improve the prediction performance of the support vector regression model, the FA-SVR model has the best prediction effect, and the optimized hybrid prediction model performs significantly better than the classical models. The sensitivity analysis shows that joint frequency is the most important parameter that affects the predicted value of deformation of tunnel surrounding rock.

     

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