盾构隧道施工前瞻性风险评估的数据驱动新方法

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL Transportation Geotechnics Pub Date : 2025-01-01 Epub Date: 2024-12-09 DOI:10.1016/j.trgeo.2024.101466
Xin-Hui Zhou , Shui-Long Shen , Annan Zhou
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引用次数: 0

摘要

在隧道施工过程中,对风险的低估可能会造成巨大的经济损失,甚至是致命的事故。本研究开发了一种数据驱动的方法来评估隧道施工过程中的施工风险水平。融合深度森林算法(DF)和模糊集对分析(FSPA)两种计算模型,利用DF预测盾构运行参数,利用模糊集对分析根据预测的运行数据评估风险等级。此外,FSPA采用主客观权重的线性组合。并将该方法应用于广州城际铁路隧道工程。分析结果与前600个环的原位工程观测结果吻合较好。此外,它有效地预测了1571 - 1580环施工期间的相对较高的风险(四级)。该方法为主动评估隧道施工的风险水平提供了一种可靠可行的工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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A novel data-driven approach for proactive risk assessment in shield tunnel construction
Underestimation of risks during tunnelling may result in substantial economic losses and even fatal accidents. This study develops a data-driven approach for evaluating construction risk levels during tunnelling. Two computational models including the deep forest algorithm (DF) and fuzzy set pair analysis (FSPA) are fused, where the DF is employed for predicting shield operational parameters and the FSPA is utilized to evaluate the risk level based on the predicted operational data. Furthermore, a linear combination of the subjective and objective weights is adopted in FSPA. The proposed method is then applied to an intercity railway tunnel project in Guangzhou, China. The analysis results align well with the in-situ engineering observations for the first 600 rings. In addition, it effectively predicts a relatively high risk (level IV) during the construction of rings 1571 to 1580. The proposed method offers a reliable and feasible tool for proactively assessing the risk levels in tunnelling.
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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
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