Predicting tunnel boring machine performance with the Informer model: a case study of the Guangzhou Metro Line project

被引:0
|
作者
Zhao, Junxing [1 ]
Ding, Xiaobin [1 ,2 ]
机构
[1] South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510641, Peoples R China
[2] South China Univ Technol, Guangdong Prov Key Lab Modern Civil Engn Technol, Guangzhou 511442, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Boring machine performance; Informer model; Deep learning; Thrust force; TBM(sic)(sic); Informer(sic)(sic); (sic)(sic)(sic)(sic); (sic)(sic); TBM PERFORMANCE; ROCK;
D O I
10.1631/jzus.A2400012
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Accurately forecasting the operational performance of a tunnel boring machine (TBM) in advance is useful for making timely adjustments to boring parameters, thereby enhancing overall boring efficiency. In this study, we used the Informer model to predict a critical performance parameter of the TBM, namely thrust. Leveraging data from the Guangzhou Metro Line 22 project on the big data platform in China, the model's performance was validated, while data from Line 18 were used to assess its generalization capability. Results revealed that the Informer model surpasses random forest (RF), extreme gradient boosting (XGB), support vector regression (SVR), k-nearest neighbors (KNN), back propagation (BP), and long short-term memory (LSTM) models in both prediction accuracy and generalization performance. In addition, the optimal input lengths for maximizing accuracy in the single-time-step output model are within the range of 8-24, while for the multiple-time-step output model, the optimal input length is 8. Furthermore, the last predicted value in the case of multiple-time-step outputs showed the highest accuracy. It was also found that relaxation of the Pearson analysis method metrics to 0.95 improved the performance of the model. Finally, the prediction results were most affected by earth pressure, rotation speed, torque, boring speed, and the surrounding rock grade. The model can provide useful guidance for constructors when adjusting TBM operation parameters. (sic) (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) (TBM) (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic). (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) TBM (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic),(sic)(sic),(sic)(sic),(sic)(sic)(sic)(sic),(sic)(sic),(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic),(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)TBM(sic)(sic)(sic)(sic)(sic)(sic)(sic).(sic)(sic)(sic)1. (sic)(sic)(sic)(sic)(sic) TBM (sic)(sic)(sic) Informer (sic)(sic)(sic)(sic); 2. (sic)(sic)(sic)(sic)(sic)(sic)(sic)7(sic)(sic)(sic)(sic)(sic)TBM(sic)(sic); 3. (sic)(sic)(sic) Informer (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic); 4. (sic)(sic)(sic)(sic) Informer (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic).(sic) (sic)1. (sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic); 2. (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) TBM (sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic); 3. (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic); 4. (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) TBM (sic)(sic)(sic)(sic)(sic)(sic)(sic).(sic) (sic)1. (sic)(sic)(sic)(sic),(sic)(sic)(sic)(sic)(sic)(sic)(sic),(sic)(sic)(sic)(sic)(sic),K(sic)(sic),(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic); (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic). 2. (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic); (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic); (sic)(sic)(sic)(sic)(sic)(sic), 8 (sic) 24 (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic) 8 (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic); (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) 0.99 (sic) 0.98. 3. (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic),(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic). 4. (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) 0.80 (sic)(sic)(sic) 0.95; (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic). 5. (sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic),(sic)(sic)(sic),(sic)(sic)(sic)(sic)(sic)(sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) 0.95; (sic)(sic), (sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic)(sic) ((sic)(sic)(sic)(sic)(sic)(sic)0.77).
引用
收藏
页码:226 / 237
页数:12
相关论文
共 50 条
  • [21] Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line
    Liu, S.
    Zhu, M.
    Gong, X.
    Gan, X.
    Yan, J.
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2022, 59 (03) : 289 - 296
  • [22] Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line
    S. Liu
    M. Zhu
    X. Gong
    X. Gan
    J. Yan
    Soil Mechanics and Foundation Engineering, 2022, 59 : 289 - 296
  • [23] Parametric Performance Study of Tunnel Boring Machine (TBM) In the Titiwangsa Main Range Granite, Malaysia
    Rahim, A.
    Zabidi, H.
    Trisugiwo, M.
    Rafek, A. G. M.
    5TH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN MATERIALS, MINERALS AND ENVIRONMENT (RAMM) & 2ND INTERNATIONAL POSTGRADUATE CONFERENCE ON MATERIALS, MINERAL AND POLYMER (MAMIP), 2016, 19 : 969 - 974
  • [24] Correlation Analysis of Machine Performance Parameters and Rock Mass Properties during Tunnel Boring Machine Excavation Process: A Case Study in Yin-song Headrace Tunnel, China
    Jiang, Yalong
    Liu, Quansheng
    Zhu, Bitang
    Pan, Shaolin
    JOURNAL OF TESTING AND EVALUATION, 2022, 50 (06) : 2883 - 2900
  • [25] Study of surrounding rock damage induced by tunnel boring machine driving tunnel at West Route of South to North Water Transfer Project
    Leng, Xian-Lun
    Sheng, Qian
    He, En-Guang
    Zhu, Ze-Qi
    Zhao, Yu
    Yantu Lixue/Rock and Soil Mechanics, 2011, 32 (11): : 3420 - 3426
  • [26] Tree-Based Solution Frameworks for Predicting Tunnel Boring Machine Performance Using Rock Mass and Material Properties
    Armaghani, Danial Jahed
    Liu, Zida
    Khabbaz, Hadi
    Fattahi, Hadi
    Li, Diyuan
    Afrazi, Mohammad
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2024, 141 (03): : 2421 - 2451
  • [27] Study of surrounding rock damage induced by tunnel boring machine driving tunnel at West Route of South to North Water Transfer Project
    Leng Xian-lun
    Sheng Qian
    He En-guang
    Zhu Ze-qi
    Zhao Yu
    ROCK AND SOIL MECHANICS, 2011, 32 (11) : 3420 - 3426
  • [28] OPTIMUM SELECTION OF TUNNEL BORING MACHINE BY USING FUZZY ANALYTICAL HIERARCHY PROCESS: A CASE STUDY OF BEHESHT ABAD TUNNEL
    Ebrahimabadi, Arash
    Afradi, Alireza
    INTERNATIONAL TRANSACTION JOURNAL OF ENGINEERING MANAGEMENT & APPLIED SCIENCES & TECHNOLOGIES, 2019, 10 (03): : 445 - 452
  • [29] Determine of Tunnel Face Stability Pressure in EPB Machine with Use Analytical Methods (Case Study: Mashhad Metro Line2)
    Abbasi, Mehdi
    Abbasi, Mohsen
    ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 6: APPLIED GEOLOGY FOR MAJOR ENGINEERING PROJECTS, 2015, : 313 - 316
  • [30] Cross-project utilisation of tunnel boring machine (TBM) construction data: a case study using big data from Yin-Song diversion project in China
    Li, Xu
    Li, Haibo
    Du, Saizhao
    Jing, Liujie
    Li, Pengyu
    GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2023, 17 (01) : 127 - 147