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

IF 8.2 1区 工程技术 Q1 ENGINEERING, CIVIL Underground Space Pub Date : 2023-12-07 DOI:10.1016/j.undsp.2023.10.003
Kang Li , Xiongyao Xie , Biao Zhou , Changfu Huang , Wei Lin , Yihan Zhou , Cheng Wang
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Abstract

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.

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基于 GPR 数据、CatBoost 和 BO-TPE 的盾构隧道回填注浆厚度回归:全尺寸模型试验研究
探地雷达(GPR)是一种重要的无损检测(NDT)技术,可用于检测盾构隧道的回填灌浆。为了实现对 GPR 数据的智能分析,克服传统数据处理方法的主观性,我们构建了 CatBoost & BO-TPE 模型,用于根据 GPR 波形对注浆厚度进行回归分析。在已知回填灌浆厚度的情况下,以 400 和 900 MHz 频率采集 GPR 数据,进行了全尺寸模型试验和相应的数值模拟。模型试验有助于解决在实际现场检测中不了解灌浆体状况的局限性。然后利用这些数据创建机器学习数据集。基于对特征重要性和电磁(EM)在介质中传播规律的分析,提出了特征选择方法。研究表明(1) CatBoost & BO-TPE 模型在实验数据和数值数据中均表现出色,在 400 MHz 和 900 MHz 时,数值数据和测试数据的 R2 值分别为 0.9760、0.8971、0.8808 和 0.5437。在回填灌浆厚度回归方面,其性能优于极梯度提升(XGBoost)和随机森林(RF);(2)与全波形 GPR 数据相比,本文提出的特征选择方法可以促进模型性能的提高。在 A 扫描的 5-30 ns 范围内选择的特征能使模型获得最佳性能;(3)与 900 MHz 的 GPR 数据相比,400 MHz 的 GPR 数据在 CatBoost & BO-TPE 模型中表现出更好的性能。这表明机器学习模型的结果可以为 GPR 参数的选择提供反馈;(4)经过训练的 CatBoost & BO-TPE 模型在工程中的应用结果与通过传统处理方法观察到的模式一致,但与传统方法相比,它们表现出更量化和更客观的性质。
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来源期刊
Underground Space
Underground Space ENGINEERING, CIVIL-
CiteScore
10.20
自引率
14.10%
发文量
71
审稿时长
63 days
期刊介绍: Underground Space is an open access international journal without article processing charges (APC) committed to serving as a scientific forum for researchers and practitioners in the field of underground engineering. The journal welcomes manuscripts that deal with original theories, methods, technologies, and important applications throughout the life-cycle of underground projects, including planning, design, operation and maintenance, disaster prevention, and demolition. The journal is particularly interested in manuscripts related to the latest development of smart underground engineering from the perspectives of resilience, resources saving, environmental friendliness, humanity, and artificial intelligence. The manuscripts are expected to have significant innovation and potential impact in the field of underground engineering, and should have clear association with or application in underground projects.
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