Optimal Regression Model Based on Statistical Method for Predicting Tunnel Deformation: A Case Study of Large‐span Mudstone Tunnels

Abstract The prediction of tunnel time‐dependent deformation data is of crucial significance to ensure the safety of tunnel construction. In order to improve the accuracy and reliability of tunnel deformation prediction, this research presents a procedure for building an optimal regression model, which is applied to a large‐span mudstone tunnel. Our procedure performs a large number of regression calculations using sixty‐four data sets and multiple types of regression models. The data characteristics of the calculation results are analyzed using box plots and grey decision‐making method. In addition, two individual regression models are combined into regression ensemble model, for improving the accuracy of deformation prediction. In this procedure, the building of the model is divided into two stages: early stage and late stage of initial support construction, taking into account the importance of deformation prediction throughout the construction process. Finally, we compared four machine learning models and analyzed their differences in predicting tunnel deformation. The results show that the optimal regression model developed by this procedure have great performance for the early and later stages of tunnel deformation.

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Publication Details

Journal
ce/papers
Published
2025-03-01
DOI
https://doi.org/10.1002/cepa.3286
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
0.00
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article

Optimal Regression Model Based on Statistical Method for Predicting Tunnel Deformation: A Case Study of Large‐span Mudstone Tunnels

Jong-Chol Cha, Kaijun Chen, Junliang Mou, Hui Chen
ce/papers
Geotechnical Engineering and Analysis
article

Optimal Regression Model Based on Statistical Method for Predicting Tunnel Deformation: A Case Study of Large‐span Mudstone Tunnels

Jong-Chol Cha, Kaijun Chen, Junliang Mou, Hui Chen
article en

Abstract

Abstract The prediction of tunnel time‐dependent deformation data is of crucial significance to ensure the safety of tunnel construction. In order to improve the accuracy and reliability of tunnel deformation prediction, this research presents a procedure for building an optimal regression model, which is applied to a large‐span mudstone tunnel. Our procedure performs a large number of regression calculations using sixty‐four data sets and multiple types of regression models. The data characteristics of the calculation results are analyzed using box plots and grey decision‐making method. In addition, two individual regression models are combined into regression ensemble model, for improving the accuracy of deformation prediction. In this procedure, the building of the model is divided into two stages: early stage and late stage of initial support construction, taking into account the importance of deformation prediction throughout the construction process. Finally, we compared four machine learning models and analyzed their differences in predicting tunnel deformation. The results show that the optimal regression model developed by this procedure have great performance for the early and later stages of tunnel deformation.

ce/papersVol. 8(2)
Chang'an University (CN)
Openalex Percentile: Top 94%
Geotechnical Engineering and Analysis
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