土压平衡盾构隧道诱导地表沉降的智能预测和可视化优化

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2024-10-15 DOI:10.1016/j.tust.2024.106138
Chuanqi Li , Daniel Dias
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引用次数: 0

摘要

土压平衡(EPB)盾构掘进引起的地表沉降(Ss)对地表建筑物和地下隧道结构的安全构成威胁。为此,我们提出了一种新型智能模型--基于白鲸优化的核极端学习机(BWO-KELM)模型来预测 Ss。模型的训练采用了从三个隧道项目中收集的 148 个监测数据,包括三个类别的八个特征。模型评估结果表明,利用 8 个特征建立的 BWO-KELM 模型在训练和测试阶段都获得了最令人满意的性能指标(判定系数(R2)、均方根误差(RMSE)、方差占比(VAF)和预测精度(U1)),即R2(0.9544 和 0.9481)、RMSE(3.4948 和 4.3239)、VAF(95.4380 % 和 94.8875 %)和 U1(0.0833 和 0.0938)。然后,利用特征重要性(FI)和夏普利加法解释(SHAP)方法增强了模型的可解释性。结果表明,土壤层的平均含水量(MC)是 Ss 预测的最重要特征。最后,建立了一个可视化程序,以提高 Ss 的预测效率、风险评估的可靠性和隧道设计的合理性。本文提供了一种新颖的智能模型范式和可视化程序,对解决 EPB 盾构隧道诱发的问题具有很强的应用价值。
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Intelligent prediction and visual optimization of surface settlement induced by earth pressure balance shield tunneling
Surface settlement (Ss) caused by earth pressure balance (EPB) shield tunneling is a threat to the safety of surface buildings and underground tunnel structures. To that end, a novel intelligent model named the beluga whale optimization-based kernel-extreme learning machine (BWO-KELM) model is proposed to predict the Ss. 148 monitored data with three categories of eight features collected from three tunnel projects are adopted to train the proposed models. The results of model evaluation indicate that the BWO-KELM model established by using eight features achieve the most satisfactory performance indices (determination coefficient (R2), root mean square error (RMSE), variance accounted for (VAF), and the prediction accuracy (U1)) in both training and testing phases, i.e., R2 (0.9544 and 0.9481), RMSE (3.4948 and 4.3239), VAF (95.4380 % and 94.8875 %), and U1 (0.0833 and 0.0938). Then, the model interpretability is enhanced by using the feature importance (FI) and Shapley additive explanations (SHAP) method. The results show that the mean moisture content (MC) of the soil layers is the most important feature for the Ss prediction. Finally, a visualization program is established to improve the prediction efficiency of Ss, reliability of risk assessment, and rationality of tunnel designs. This paper provides a novel intelligent model paradigm and a visualization program with a strong application for solving the problems induced by EPB shield tunneling.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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