Research on the Strength Prediction Method of Coal and Rock Mass Based on the Signal While Drilling in a Coal Mine

被引:0
作者
Yang, Zheng [1 ,2 ]
Liu, Hongtao [1 ]
Ding, Ziwei [3 ]
机构
[1] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
[2] Shaanxi Xiaobaodang Min Co Ltd, Yulin 719000, Peoples R China
[3] Xian Univ Sci & Technol, Coll Energy Engn, Xian 710054, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2025年 / 15卷 / 08期
基金
中国国家自然科学基金;
关键词
tunnel excavation; while drilling signal; signal acquisition; signal denoising; AdaBoost algorithm; uniaxial compressive strength; COMPRESSIVE STRENGTH;
D O I
10.3390/app15084427
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
To study the response relationship between drilling signal and rock mass geomechanical parameters, accurately and quickly perceive and predict the strength of coal and rock mass, guide the optimization of drilling control parameters and the design of the support scheme, and improve the efficiency of roadway excavation, the prediction of rock uniaxial compressive strength based on drilling signal was carried out. Based on the 112,206 return air chute in the Xiaobaodang No.1 Coal Mine as the engineering background, through the drilling data obtained from the roof anchor cable support, data processing, and feature selection, this paper establishes a coal and rock mass strength prediction model based on the AdaBoost integrated algorithm, optimizes the hyperparameter of the model, and analyzes and evaluates the prediction results. The results show that in the AdaBoost integration model, the R2 of SVM is the highest, 0.972, and the values of RMSE, MAE, MAPE, and other error indicators are the lowest. The prediction accuracies of the SVM model, tree model, and linear model are 98.8%, 85.4%, and 75.6%, respectively. The experimental results show that the AdaBoost integrated algorithm using a based learning machine has higher prediction accuracy. At the same time, compared with the current advanced model, it further verifies the effectiveness of the model in the coal mine.
引用
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页数:20
相关论文
共 24 条
  • [1] AlShuker N., 2011, P SPE DGS SAUD AR SE
  • [2] Application of several non-linear prediction tools for estimating uniaxial compressive strength of granitic rocks and comparison of their performances
    Armaghani, Danial Jahed
    Mohamad, Edy Tonnizam
    Hajihassani, Mohsen
    Yagiz, Saffet
    Motaghedi, Hossein
    [J]. ENGINEERING WITH COMPUTERS, 2016, 32 (02) : 189 - 206
  • [3] Intelligent real-time predicting method for rock characterization based on multi-source information integration while drilling
    Bai, Jun
    Wang, Sheng
    Xu, Qiang
    Luo, Zhongbin
    Zhang, Zheng
    Lai, Kun
    Wu, Jinsheng
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (04)
  • [4] Sparse feature extraction based on periodical convolutional sparse representation for fault detection of rotating machinery
    Ding, Chuancang
    Zhao, Ming
    Lin, Jing
    [J]. MEASUREMENT SCIENCE AND TECHNOLOGY, 2021, 32 (01)
  • [5] Recognition Method of Coal-Rock Reflection Spectrum Using Wavelet Scattering Transform and Bidirectional Long-Short-Term Memory
    Ding, Z. W.
    Zhang, C. F.
    Huang, X.
    Liu, Q. S.
    Liu, B.
    Gao, F.
    Li, L.
    Liu, Y. X.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (02) : 1353 - 1374
  • [6] [郝建 Hao Jian], 2024, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V43, P1406
  • [7] Prediction of Uniaxial Compressive Strength of Some Sedimentary Rocks by Fuzzy and Regression Models
    Heidari M.
    Mohseni H.
    Jalali S.H.
    [J]. Heidari, Mojtaba (heidarim_enggeol@yahoo.com), 2018, Springer International Publishing (36) : 401 - 412
  • [8] Comparison of models for estimating uniaxial compressive strength of some sedimentary rocks from Qom Formation
    Jalali, Seyed Hossein
    Heidari, Mojtaba
    Mohseni, Hassan
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (22)
  • [9] [雷顺 Lei Shun], 2019, [煤炭科学技术, Coal Science and Technology], V47, P107
  • [10] Li W., 2016, Min. Res. Dev, V36, P37