Thickness regression for backfill grouting of shield tunnels based on GPR data and CatBoost &amp; BO-TPE: A full-scale model test study

Kang Li; Xiongyao Xie; Biao Zhou; Changfu Huang; Wei Lin; Yihan Zhou; Cheng Wang

Underground Space (Aug 2024)

Thickness regression for backfill grouting of shield tunnels based on GPR data and CatBoost & BO-TPE: A full-scale model test study

Kang Li,
Xiongyao Xie,
Biao Zhou,
Changfu Huang,
Wei Lin,
Yihan Zhou,
Cheng Wang

Affiliations

Kang Li: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University, Shanghai 200092, China
Xiongyao Xie: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University, Shanghai 200092, China
Biao Zhou: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University, Shanghai 200092, China; Corresponding author at: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China.
Changfu Huang: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; China Railway 15th Bureau Group Co. Ltd., Shanghai 200070, China
Wei Lin: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University, Shanghai 200092, China
Yihan Zhou: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University, Shanghai 200092, China
Cheng Wang: State Grid Shanghai Municipal Electric Power Company, Shanghai 200122, China

Journal volume & issue: Vol. 17
pp. 100 – 119

Abstract

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Ground penetrating radar (GPR) is a vital non-destructive testing (NDT) technology that can be employed for detecting the backfill grouting of shield tunnels. To achieve intelligent analysis of GPR data and overcome the subjectivity of traditional data processing methods, the CatBoost & BO-TPE model was constructed for regressing the grouting thickness based on GPR waveforms. A full-scale model test and corresponding numerical simulations were carried out to collect GPR data at 400 and 900 MHz, with known backfill grouting thickness. The model test helps address the limitation of not knowing the grout body condition in actual field detection. The data were then used to create machine learning datasets. The method of feature selection was proposed based on the analysis of feature importance and the electromagnetic (EM) propagation law in mediums. The research shows that: (1) the CatBoost & BO-TPE model exhibited outstanding performance in both experimental and numerical data, achieving R2 values of 0.9760, 0.8971, 0.8808, and 0.5437 for numerical data and test data at 400 and 900 MHz. It outperformed extreme gradient boosting (XGBoost) and random forest (RF) in terms of performance in the backfill grouting thickness regression; (2) compared with the full-waveform GPR data, the feature selection method proposed in this paper can promote the performance of the model. The selected features within the 5–30 ns of the A-scan can yield the best performance for the model; (3) compared to GPR data at 900 MHz, GPR data at 400 MHz exhibited better performance in the CatBoost & BO-TPE model. This indicates that the results of the machine learning model can provide feedback for the selection of GPR parameters; (4) the application results of the trained CatBoost & BO-TPE model in engineering are in line with the patterns observed through traditional processing methods, yet they demonstrate a more quantitative and objective nature compared to the traditional method.

Published in Underground Space

ISSN: 2096-2754 (Print); 2467-9674 (Online)
Publisher: KeAi Communications Co., Ltd.
Country of publisher: China
LCC subjects: Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction
Website: https://www.keaipublishing.com/en/journals/underground-space/

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