Welcome to Journal of Beijing Institute of Technology
Volume 29Issue 4
Dec. 2020
Turn off MathJax
Article Contents
Chen Li, Shufeng Liang, Yongchao Wang, Long Li, Dianshu Liu. Attenuation Parameters of Blasting Vibration by Fuzzy Nonlinear Regression Analysis[J]. JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2020, 29(4): 520-525. doi: 10.15918/j.jbit1004-0579.20107
Citation: Chen Li, Shufeng Liang, Yongchao Wang, Long Li, Dianshu Liu. Attenuation Parameters of Blasting Vibration by Fuzzy Nonlinear Regression Analysis[J].JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2020, 29(4): 520-525.doi:10.15918/j.jbit1004-0579.20107

Attenuation Parameters of Blasting Vibration by Fuzzy Nonlinear Regression Analysis

doi:10.15918/j.jbit1004-0579.20107
Funds:the National Natural Science Foundation of China(10272109)
More Information
  • Corresponding author:professor, Ph.D. E-mail:lds@cumtb.edu.com
  • Received Date:2020-08-17
  • Publish Date:2020-12-30
  • In order to reduce the influence of outliers on the parameter estimate of the attenuation formula for the blasting vibration velocity, a fuzzy nonlinear regression method of Sadov’s vibration formula was proposed on the basis of the fuzziness of blasting engineering, and the algorithm was described in details as well. In accordance with an engineering case, the vibration attenuation formula was regressed by the fuzzy nonlinear regression method and the nonlinear least square method, respectively. The calculation results showed that the fuzzy nonlinear regression method is more suitable to the field test data. It differs from the nonlinear least square method because the weight of residual square in the objective function can be adjusted according to the membership of each data. And the deviation calculation of least square estimate of parameters in the nonlinear regression model verified the rationality of using the membership to assign the weight of residual square. The fuzzy nonlinear regression method provides a calculation basis for estimating Sadov’s vibration formula’s parameters more accurately.
  • loading
  • [1]
    Zhou W H, Liang R, Yu J, et al. Dimensionless analysis on peak particle induced by slope casting blast [J]. Explosion and Shock Waves, 2019, 39(5): 1−8.
    [2]
    Yu J X, Chen W Z, Yang J P, et al. Study of blasting vibration control technology of up and down cross tunnel [J]. Rock and Mechanics, 2014(S2): 445−452.
    [3]
    Lin C M, Pang H D, Wang Q S, et al. Study on neural predicting of peak amplitude of blasting ground vibration for tunneling [J]. Rock and Soil Mechanics, 2014, 25(z1): 125−126.
    [4]
    Xu Q J, Zhang Q M, Yun S R. Neural network model for forecasting peak acceleration of blasting vibration [J]. Journal of Beijing Institute of Technology, 1998, 18(4): 472−475.
    [5]
    Sun B P, Gao W X, Zhou S S. Study on numerical simulation and application of blasting of tunnel excavation [J]. Transactions of Beijing Institute of Technology, 2018, 38(10): 39−43.
    [6]
    Liu D, Gao W X, Sun B P, et al. Numerical simulation of blasting vibration on existing tunnel extension [J]. Rock and Soil Mechanics, 2016, 37(10): 3011−3016.
    [7]
    Liu X M, Chen S H. Prediction of surface vibration waveform caused by cut hole blasting in tunneling [J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1731−1737.
    [8]
    Gong M, Chen Z, Wu H J, et al. Influence of correlation between cut basting charge and detonating interval time on superposition vibration velocity caused by millisecond blasting in tunnel [J]. Journal of Basic Science and Engineering, 2016,24(6): 1110−1124.
    [9]
    Xie F, Han L, Liu D S, et al. Study on the rule of blasting vibration of field near tunnel blasting source based on waveform superposition theory [J]. Journal of Vibration and Shock, 2018, 37(2): 182−188.
    [10]
    Yang Y F, Cui B. Prediction for vibration intensity due to blasting induced ground motions [J]. Journal of Vibration and Shock, 2009, 28(10): 195−198.
    [11]
    Lü T, Shi Y Q, Huang C, et al. Study on attenuation parameters of blasting vibration by nonlinear regression analysis [J]. Rock and Soil Mechanics, 2007, 28(9): 1871−1878.
    [12]
    Fei Y T. Error theory and data processing[M]. Beijing: China Machine Press, 2010: 15-17. (in Chinese)
    [13]
    Qi J D. Modern blasting theory[M]. Beijing: Metallurgical Industry Press, 1996: 222-225. (in Chinese)
    [14]
    General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China, Standardization Administration. GB 6722–2014, Safety regulations for blasting [S]. Beijing: Standards Press of China, 2014. (in Chinese)
    [15]
    Wei B C. A approximate residual analysis of the nonlinear regression model[J]. Journal of Nanjing Institute of Technology, 1984(3): 115-120. (in Chinese)
  • 加载中

Catalog

    通讯作者:陈斌, bchen63@163.com
    • 1.

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(4)/Tables(2)

    Article Metrics

    Article views (297) PDF downloads(42) Cited by()
    Proportional views
    Related

    /

    Return
    Return
      Baidu
      map