Shallow-buried subway station construction period: Comparison of intelligent early warning and optimization strategies for surface deformation risk

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

In the context of rapid urbanization, ensuring the safety of subway station construction is vital for the stability of urban infrastructure. Conventional intelligent construction risk prediction methods typically utilize large volumes of monitoring data for training to enhance model accuracy, often neglecting the relationship between the time-series width of the data and the prediction results. To address this issue, and to better serve the construction of shallow-buried subway stations at an earlier stage, this study proposed a bagging algorithm with an improved base learner combination strategy. This algorithm forms the basis for the Bayesian optimization-based random forest model (BA-RF) and the marine predators’ algorithm-optimized random forest model (MPA-RF). By examining trends in real-time data, such as surface and building settlements above the main structure, displacement at key points of the vertical shafts, and crown settlement, the short-term maximum values of key displacements were predicted. This study emphasized the impact of the time width of the input data on the accuracy of the predictive models. Through empirical analysis, the optimal time-series width was determined, allowing for effective short-term structural risk prediction and early warning using a smaller time series. The findings indicate that the BA-RF model, utilizing an improved base learner strategy, achieves higher prediction accuracy than the more complex MPA-RF model, effectively mitigating overfitting. Specifically, when the preceding measured data time widths were 5, 15, and 25 d, the BA-RF model’s mean absolute error was 0.168, 0.160, and 0.349, respectively, whereas the root mean square error was 0.853, 0.463, and 0.509, respectively. Combined with short-term future prediction applications at construction sites, it was demonstrated that appropriately selecting the time-series width can significantly enhance prediction accuracy even with relatively small data volumes. This study provides a method for selecting training data for intelligent risk management during subway station construction and offers practical data selection strategies for risk assessment in other large-scale construction projects. Thus, this method has significant scientific and practical applications.

Abstract Image

浅埋式地铁车站施工期:地表变形风险智能预警与优化策略比较
在快速城市化的背景下,确保地铁车站施工安全对城市基础设施的稳定性至关重要。传统的智能施工风险预测方法通常利用大量监测数据进行训练以提高模型精度,往往忽略了数据的时间序列宽度与预测结果之间的关系。为解决这一问题,更好地服务于早期浅埋式地铁车站的建设,本研究提出了一种具有改进的基础学习器组合策略的袋式算法。该算法是基于贝叶斯优化的随机森林模型(BA-RF)和海洋捕食者算法优化的随机森林模型(MPA-RF)的基础。通过研究实时数据的变化趋势,如主体结构上方的地表和建筑物沉降、竖井关键点位移和树冠沉降,预测了关键位移的短期最大值。这项研究强调了输入数据的时间宽度对预测模型准确性的影响。通过经验分析,确定了最佳时间序列宽度,从而可以使用较小的时间序列进行有效的短期结构风险预测和预警。研究结果表明,与更复杂的 MPA-RF 模型相比,采用改进的基础学习器策略的 BA-RF 模型可获得更高的预测精度,从而有效缓解过度拟合问题。具体来说,当前面测量的数据时间宽度为 5、15 和 25 d 时,BA-RF 模型的平均绝对误差分别为 0.168、0.160 和 0.349,而均方根误差分别为 0.853、0.463 和 0.509。结合建筑工地的短期未来预测应用证明,即使数据量相对较小,适当选择时间序列宽度也能显著提高预测精度。本研究为地铁站施工过程中的智能风险管理提供了一种训练数据选择方法,并为其他大型施工项目的风险评估提供了实用的数据选择策略。因此,该方法具有重要的科学和实际应用价值。
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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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