Research on Prediction of TBM Tunnelling Parameters Based on GRU-RF Model

被引:0
作者
Man K. [1 ]
Cao Z. [1 ]
Liu X. [2 ]
Song Z. [1 ]
Liu R. [1 ]
机构
[1] College of Civil Engineering, North China University of Technology, Beijing
[2] State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University, Beijing
来源
Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering | 2023年 / 31卷 / 06期
关键词
grey relational analysis; GRU-RF model; least squares method; rock mass parameters; TBM; tunnel engineering; tunnelling parameters;
D O I
10.16058/j.issn.1005-0930.2023.06.011
中图分类号
学科分类号
摘要
During TBM tunnelling, relying solely on the subjective experience of the lead driver to determine tunnelling parameters may cause some problems such as low construction efficiency, jamming, severe cutterhead abrasion, and collapse of the surrounding rock. In this paper, the least squares method was used to integrate the gate recurrent unit (GRU) and random forest (RF) for the development of a TBM tunnelling parameters predictive model (GRU-RF model), and the grey relational analysis method was employed to screen the input features of the model. The average of goodness of fit (R2), mean absolute percentage error (MAPE), and root mean square error (RMSE) of thrust, rotational speed and penetration predicted by the GRU-RF model were 0.81, 8.32%, and 0.74, respectively, and the average relative error(RE) was almost zero. The bidirectional long short-term memory (BiLSTM) model, back propagation neural network (BPNN) model, GRU-BPNN model, and BPNN-RF model also were selected to compare and analyze the prediction error of each tunnelling parameter.The analysis results showed that the GRU-RF model had the highest prediction accuracy and generalization ability. And the integration of a traditional machine learning model and a deep learning model using the least squares method can construct a predictive model with strong predictive performance.Finally, the necessity of using the grey relational analysis method to select the input features of the prediction model was proved. This study provides guidance for the prediction of actual engineering tunnelling parameters and contributes to the advancement of intelligent TBM construction. © 2023 Editorial Board of Journal of Basic Science and. All rights reserved.
引用
收藏
页码:1519 / 1539
页数:20
相关论文
共 42 条
[1]  
Qian Qihu, Li Chaofu, Fu Deming, The present and prospect of application of tunneler in China’ s underground engineering, Underground Space, 1, pp. 1-11, (2002)
[2]  
Qiu Daohong, Fu Kang, Xue Yiguo, Et al., LSTM time-series prediction model for TBM tunneling parameters of deep-buried tunnels and application research, Journal of Central South University(Science and Technology), 52, 8, pp. 2646-2660, (2021)
[3]  
Chen Ke, Ding Lieyun, Development of key domain-relevant technologies for smart construction in China, Strategic Study of CAE, 23, 4, pp. 64-70, (2021)
[4]  
Zhou Zhenliang, Li Zonglin, Guo Zhen, Et al., Research on distribution law of TBM tunneling parameters and high-efficiency boring technology, China Civil Engineering Journal, 54, S1, pp. 121-130, (2021)
[5]  
Cao Jinpu, Liu Fang, Shen Zhifu, A LSTM-based model for TBM performance prediction and the effect of rock mass grade on prediction accuracy, China Civil Engineering Journal, 55, S2, pp. 92-102, (2022)
[6]  
Li Jianbin, Zheng Yinghao, Jin Liujie, Et al., TBM tunneling parameters prediction method based on clustering classification of rock mass, Chinese Journal of Rock Mechanics and Engineering, 39, S2, pp. 3326-3337, (2020)
[7]  
Salimi A, Rostami J, Moormann C, Et al., Application of non-linear regression analysis and artificial intelligence algorithms for performance prediction of hard rock TBMs[J], Tunnelling and Underground Space Technology, 58, pp. 236-246, (2016)
[8]  
Liu B, Wang R R, Guan Z D, Et al., Improved support vector regression models for predicting rock mass parameters using tunnel boring machine driving data [J], Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research, 91, (2019)
[9]  
Liu Z B, Li L, Fang X L, Et al., Hard-rock tunnel lithology prediction with TBM construction big data using a global-attention-mechanism-based LSTM network[J], Automation in Construction, 125, (2021)
[10]  
Ma Hongsu, Gong Qiuming, Wang Ju, Et al., Linear cutting tests on effect of confining stress on rock fragmentation by TBM cutter, Chinese Journal of Rock Mechanics and Engineering, 35, 2, pp. 346-355, (2016)