Study on the Classification and Identification Methods of Surrounding Rock Excavatability Based on the Rock-Breaking Performance of Tunnel Boring Machines

被引:5
|
作者
Zhang, Jianming [1 ,2 ]
Shi, Kebin [1 ,2 ]
Majiti, Hadelibieke [3 ]
Shan, Hongze [1 ]
Fu, Tao [1 ]
Shi, Renyi [1 ]
Lu, Zhipeng [1 ]
机构
[1] Xinjiang Agr Univ, Coll Water Conservancy & Civil Engn, Urumqi 830052, Peoples R China
[2] Xinjiang Key Lab Hydraul Engn Secur & Water Disast, Urumqi 830052, Peoples R China
[3] Xinjiang Erqis River Investment & Dev Grp Co Ltd, Urumqi 830000, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 12期
关键词
surrounding rock excavatability classification; tunnel boring machine; water conveyance tunnel; deep forest; machine learning; TOPSIS; TBM PERFORMANCE; PREDICTION; PARAMETERS; MODELS;
D O I
10.3390/app13127060
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Rock mass conditions are extremely sensitive to tunnel boring machine (TBM) tunneling. Therefore, establishing a surrounding rock excavatability (SRE) classification system applicable to TBM tunnels. Accurately and intelligently identifying excavatability grades can also facilitate efficient TBM tunneling and intelligent construction. Specific excavation and penetration rates were used to evaluate SRE. Their correlations with geological and tunneling parameters were explored using the field data from two water conveyance tunnels in China with different lithologies. A high-precision empirical SRE classification system was constructed using TOPSIS for multi-objective decision-making, and it was verified using engineering cases. An intelligent identification model for SRE grades in the stable phase of a TBM excavation cycle was established using 12,382 TBM rock-breaking datasets and deep forest models. Ten characteristic parameters, e.g., total thrust, were selected as model input features. Hyperparameter optimization was achieved using the grid search method. Deep forest was compared with decision tree, random forest, support vector classifier, and deep neural network. The contribution of the model's features was measured using random forest. The main conclusions are as follows: the proposed SRE classification method is feasible and matches well with the actual excavation. In the intelligent identification of SRE classification, the accuracy and F1 scores when using deep forest were 96.33% and 0.9581, respectively. Deep forest exhibited better grade identification performance than the four models. Among the ten input features, penetration is the most important feature for the model's input, while the top shield cylinder rod's chamber pressure is the least important. The findings can provide some references for SRE classification and prediction and intelligent TBM control.
引用
收藏
页数:32
相关论文
共 50 条
  • [21] Study of tunnel surrounding rock classification based on drifting degree and uncertainty measurement
    Hu, Lan
    Li, Tao
    Qiu, Wenge
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1427 - +
  • [22] Rock-breaking Mechanism and Performance Enhance Methods Study of PDC Bit Applied in Abrasive Formation
    Yuan, Jun
    Zou, Deyong
    Zhong, Hongjiao
    2015 INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING AND ROCK ENGINEERING, ICCERE 2015, 2015, : 229 - 234
  • [23] TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance
    Qiu, Daohong
    Fu, Kang
    Xue, Yiguo
    Tao, Yufan
    Kong, Fanmeng
    Bai, Chenghao
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 22 (06)
  • [24] Theoretical Study on Three-dimensional Rock Breaking of Tunnel Boring Machine
    Zhang, Zhaohuang
    Cheng, Kefeng
    Liu, Shubing
    Jixie Gongcheng Xuebao/Journal of Mechanical Engineering, 2024, 60 (11): : 332 - 341
  • [25] Study on Identification and Design Method of Squeezing Surrounding Rock Tunnel
    Li G.
    Li N.
    Ding Y.
    Liu Z.
    Tiedao Xuebao, 3 (24-38): : 24 - 38
  • [26] Comparative study on prediction methods for tunnel surrounding rock deformation
    Yang, Changmin
    Geng, Pengfei
    Modern Tunnelling Technology, 2015, 52 (05) : 67 - 73
  • [27] Damage evolution analysis and pressure prediction of surrounding rock of a tunnel based on rock mass classification
    1600, E-Journal of Geotechnical Engineering, 214B Engineering South, Stillwater, OK 74078, United States (19 C):
  • [29] Prediction model of high-voltage pulse boring rock-breaking process and intelligent identification of model parameters
    Li, Changping
    Yang, Wenjian
    JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2022, 210
  • [30] Study and Application on Stability Classification of Tunnel Surrounding Rock Based on Uncertainty Measure Theory
    He, Hujun
    Yan, Yumei
    Qu, Cuixia
    Fan, Yue
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2014, 2014