A real-time rock mass class identification model of the tunnel face based on TBM tunneling and the corresponding muck characteristic parameters

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2025-04-01 Epub Date: 2025-02-20 DOI:10.1016/j.ijrmms.2025.106057
Liu Huang , Qiuming Gong , Ju Wang , Hongsu Ma , Xiaoxiong Zhou , Xingfei Xie , Hongjiao Song
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Abstract

TBM tunneling is the result of interaction between the rock mass and the machine. Rapid identification of the rock mass condition at the tunnel face is crucial for the safety and efficiency of TBM tunneling. This study was based on the spiral ramp project of the Beishan Underground Research Laboratory. A TBM muck analysis system was installed on the TBM conveyor belt to obtain the muck characteristic and TBM tunneling parameters. Combining the muck characteristic parameters, TBM tunneling parameters and the corresponding rock mass classes at the tunnel face, a multi-source database was established. Subsequently, machine learning models for rock mass class identification were developed based on TBM tunneling parameters, muck characteristic parameters, and their fusion, respectively. The LightGBM model based on these fusion parameters including tunneling and muck characteristic parameters, significantly outperforms other models, achieving an Accuracy of 0.934, an F1-score of 0.932, and a Kappa coefficient of 0.904. The model was validated in the subsequent TBM tunneling in the same project. It demonstrated the reliability of the model in practical applications.
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基于TBM掘进的巷道工作面岩体类别实时识别模型及相应的渣土特征参数
隧道掘进机掘进是岩体与掘进机相互作用的结果。快速识别巷道工作面岩体状况对隧道掘进机掘进的安全和效率至关重要。本研究以北山地下实验室螺旋坡道工程为研究对象。在TBM传送带上安装了TBM渣土分析系统,获取渣土特性和TBM掘进参数。结合矸石特征参数、掘进机掘进参数以及相应的巷道工作面岩体类别,建立了多源数据库。在此基础上,分别建立了基于TBM掘进参数、渣土特征参数及其融合的岩体类别识别机器学习模型。基于隧道和渣土特征参数的LightGBM模型的准确率为0.934,f1得分为0.932,Kappa系数为0.904,显著优于其他模型。该模型在同一工程的后续掘进机掘进中得到了验证。在实际应用中验证了该模型的可靠性。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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