期刊
ROCK MECHANICS AND ROCK ENGINEERING
卷 55, 期 3, 页码 1499-1516出版社
SPRINGER WIEN
DOI: 10.1007/s00603-021-02723-5
关键词
TBM operational data; Mixed-face ground; Ground type; Clustering and classification; Intelligent prediction
资金
- fundamental research funds for the Natural Science Fund of China [51879016]
This study aims to establish an automatic prediction model for geological conditions based on the operational data of TBM. By using clustering analysis and classifier model selection, a geological prediction model was successfully constructed. Among the input parameters of the model, the total thrust force, penetration rate, and ratio of thrust to torque have the greatest influence on the prediction of ground conditions.
When a tunnel boring machine (TBM) is applied to the tunnel constructed in the mixed-face ground, the ground conditions ahead of tunnel face have a key impact on the operation performance and safety. Aiming to establish an automatic prediction model for geological conditions based on the operational data of TBM, the first step is to conduct clustering analysis using Canopy and K-means algorithms to recognize ground types based on geological data. Then, the ground type obtained by clustering analysis and corresponding operational parameters of tunneling machine are combined to construct a sample set. The outlier detection and synthetic minority oversampling technique (SMOTE) were used to preprocess the sample set. To obtain the best prediction effect, three different classifiers were applied for the model selection. By comparing the prediction performance of these three classifiers models, the gradient boosting decision tree (GBDT) model with accuracy of 0.804 shows the best performance as the geological prediction model. The test results of the prediction model show a low sensitivity when training set is small (set as 20%). The analysis of the importance of the model inputs showed that among the six machine parameters used in this study, the total thrust force, penetration rate and ratio of thrust to torque, are the three most influential inputs on the ground condition prediction results. Hence, the proposed prediction procedure can be applied to characterized and predicted ground conditions to ensure the safety and efficiency of tunneling.
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