Liu Huang , Qiuming Gong , Ju Wang , Hongsu Ma , Xiaoxiong Zhou , Xingfei Xie , Hongjiao Song
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引用次数: 0
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.
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.