一种数据驱动的TBM施工岩石状态实时感知方法

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Xu Li, Lei-jie Wu, Y. J. Wang, Huan Liu, Zu-yu Chen, Liu-jie Jing, Yu Wang
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引用次数: 1

摘要

在隧道掘进机施工中,可塌陷岩体的存在会导致塌方、卡壳等事故的发生。本研究提出了一种基于实时TBM破岩数据的CRM预警策略,以提高CRM条件下的安全性和效率。该策略包括客户关系识别的定性分类模型和定量概率模型。结果表明,分布差异指数β能有效地反映变量在CRM和非CRM数据集之间的显著性。各种参数,包括TPI、FPI、WR和AF,显示了CRM和非CRM样本之间的区别能力。其中,综合各单项指标优势的crm加权指数的分布差异指数为1.05,显著高于任何单项指标。定性分类模型对陷落区样品的识别是有效的,显示了对地质条件不利的样品的识别能力。定量模型表明,在不利的地质区域样品中,特别是在已经发生崩塌的区域,CRM的概率普遍较高,其概率接近于1。该策略为防止坍塌事故提供了准确的早期预警,是提高安全性和效率的实用方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A data driven real-time perception method of rock condition in TBM construction
In Tunnel boring Machine (TBM) construction, the presence of collapsible rock mass (CRM) can lead to accidents such as collapse and jamming. This study presents a novel CRM early warning strategy based on real-time TBM rock fragmentation data to improve safety and efficiency in CRM conditions. The strategy includes a qualitative classification model and a quantitative probability model for CRM identification. The results indicate that the distribution dissimilarity index β effectively reflect the significance of variables across CRM and non-CRM datasets. Various parameters, including TPI, FPI, WR, and AF, show discriminatory ability between CRM and non-CRM samples. In particular, the CRM-weighted index, which combines the strengths of the individual indices, achieves a distributional dissimilarity index of 1.05, significantly higher than any of the individual indices. The qualitative classification model proves effective in identifying samples from collapse areas, demonstrating ability to identify samples located in adverse geological condition. The quantitative model shows that the probability of CRM is generally higher in adverse geological area samples, particularly in zones where collapse has occurred, with a CRM probability is approaching 1. The proposed strategy provides accurate early warnings to prevent collapse accidents and represents a practical approach to improving the safety and efficiency.
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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