用户名: 密码: 验证码:
Application of coupled analysis methods for prediction of blast-induced dominant vibration frequency
详细信息    查看全文
  • 作者:Haibo Li ; Xiaofeng Li ; Jianchun Li…
  • 关键词:grey relational analysis ; dimensional analysis ; sensitivity analysis ; dominant vibration frequency ; prediction
  • 刊名:Earthquake Engineering and Engineering Vibration
  • 出版年:2016
  • 出版时间:March 2016
  • 年:2016
  • 卷:15
  • 期:1
  • 页码:153-162
  • 全文大小:623 KB
  • 参考文献:Ak H and Konuk A (2008), “The Effect of D iscontinuity Frequency on Ground Vibrations Produced from Bench Blasting: A Case Study,” Soil Dynamics and Earthquake Engineering, 28(9):686–694.CrossRef
    Bellamine FH and Elkamel A (2006), “Numerical Characterization of Distributed Dynamic Systems Using Tools of Intelligent Computing and Generalized Dimensional Analysis,” Applied Mathematics and computation, 182: 1021–1039.CrossRef
    Borenstein E and Benaroya H (2009), “Sensitivity Analysis of Blast Loading Parameters and Their Trends as Uncertainty Increases,” Journal of Sound and Vibration, 321: 762–785.CrossRef
    Bridgman P (1922), Dimensionsal Anaylsis, New Haven: Yale University press.
    Chen SG and Zhao J (1998), “A Study of UDEC Modeling for Blast Wave Propagation in Jointed Rock Masses,” International Journal of Rock Mechanics and Mining Sciences, 35(1):93–99.CrossRef
    Fan XF, Zhou CB and Chen GP (2005), “The Influential Factors of Blasting Vibration by Grey Correlation Analysis,” Blasting, 22(2):100–102.
    Jiao YB (1995), “Research on the Standard of Blasting Seismic Safety Assessment,” Blasting, 12(3):45–47.
    Kahriman A (2004), “Analysis of Paramete rs of Ground Vibration Produced from Bench Blasting at a Limestone Quarry,” Soil Dynamics and Earthquake Engineering, 24(11):887–892.CrossRef
    Khandelwal M and Singh TN (2005), “Prediction of Blast Induced Air Overpressure in Opencast Mine,” Noise & Vibration Worldwide, 36: 7–16.CrossRef
    Khandelwal M and Singh TN (2006), “Prediction of Blast Induced Ground Vibrations and Frequency in Opencast Mine: A Neural Network Approach,” Journal of Sound and Vibration, 289(4–5): 711–725.CrossRef
    Langhaar H (1951), Dimensional Analysis and Theory of Models, 1st ed. New York: Wiley.
    Li HB, Jiang HJ, Zhao J et al. (2003), “Some Problems about Safety Analysis of Rock Engineering under Dynamic Load,” Chinese Journal of Rock Mechanics and Engineering, 22(11):1887–1891.
    Li JC, Li HB, Ma GW and Zhou YX (2013), “Assessment of Underground Tunnel Stability to Adjacent Tunnel Explosion,” Tunnelling and Underground Space Technology, 35: 227–234.CrossRef
    Li JC, Ma GW and Zhou YX (2012), “Analytical Study of Underground Explosion-induced Ground Motion,” Rock Mechanics and Rock Engineering, 45(6):1037–1046.CrossRef
    Li XL, Mu TS et al. (2001), “Role of Frequency in Harm of Blasting Vibration and Analysis on Its Influence Factors,” Engineering Blasting, 7(3):15–18.
    Liu LQ and Katsabanis PD (1997), “Development of a Continuum D amage Model for Blasting Analysis,” International Journal of Rock Mechanics and Mining Sciences, 34(2):217–231.CrossRef
    Lu WB, Zhang L et al. (2013), “Theoretical Analysis on Decay Mechanism and Law of Blasting Vibration Frequency,” Blasting, 30(2):1–6.
    Meng HL and Guo F (2009), “Experimental Research on the Master Frequency of Blasting Seismic Wave,” Journal of Railway Engineering Society, 11(11):81–83.
    Mohammadnejad M et al. (2012), “Prediction of Blast-induced Vibrations in Limestone Quarries Using Support Vector Machine,” Journal of Vibration and Control, 18(9):1322–1329.CrossRef
    Sadovskij MA (1966), “Evaluation of Seismically Dangerous Zones in Blasting, Seismic Institute of the Academy of Sciences, In: On the effects of blast-induced Vibrations,” Bulletin of Subalpina Mining Association.
    Singh PK and Roy MP (2010), “Damage to Surface Structures due to Blast Vibration,” International Journal of Rock Mechanics and Mining Sciences, 47(6):946–961.
    Siskind DE (1980), “Structure Response and Damage Produced by Ground Vibration from Surface Mine Blasting,” USA: US Bureau of Mines.,:74–78.
    Wang P, SL Jones et al. (2013), “Sensitivity Analysis of Key Input Param eters in Conditional Cell Transmission Model for Oversaturated Arterials,” Journal of Central South University, 20(6):1772–1780.CrossRef
    Wu CQ, Lu Y and Hao H (2004), “Numerical Prediction of Blast-induced Stress Wave from Large-scale Underground Explosion,” International Journal for Numerical and Analytical Methods in Geomechanics, 28(1):93–109.CrossRef
    Xue XH, Yang XG and Zhang WH (2014), “Numerical Modeling of Arch Dam under Blast Loading,” Journal of Vibration and Control, 20(2):256–265.CrossRef
    Yang R, Bawden WF and Katsabanis PD (1996), “A New Constitutive Model for Blast Damage,” International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 33(3):245–254.CrossRef
    Zhang LG and Yu YL (2005), “Research on the Relationship of Main Vibration Frequency of Blasting Vibration and Peak Particle Velocity,” Nonferrous metals (Mine Section), 57(4):32–34.
    Zhang SX, Yang MG, Yin JG et al. (2000), “An Empirical Formula of Calculating the Vibrating Intensity of Explosive Wave and Its Application in Mining,” Blasting, 17(3):13–17.
  • 作者单位:Haibo Li (1)
    Xiaofeng Li (1)
    Jianchun Li (1)
    Xiang Xia (1)
    Xiaowei Wang (2)

    1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
    2. China Nuclear Power Engineering Company Ltd., Shenzhen, 518031, China
  • 刊物类别:Engineering
  • 刊物主题:Vibration, Dynamical Systems and Control
    Chinese Library of Science
  • 出版者:Institute of Engineering Mechanics (IEM), China Earthquake Administration
  • ISSN:1993-503X
文摘
Blast-induced dominant vibration frequency (DVF) involves a complex, nonlinear and small sample system considering rock properties, blasting parameters and topography. In this study, a combination of grey relational analysis and dimensional analysis procedures for prediction of dominant vibration frequency are presented. Six factors are selected from extensive effect factor sequences based on grey relational analysis, and then a novel blast-induced dominant vibration frequency prediction is obtained by dimensional analysis. In addition, the prediction is simplified by sensitivity analysis with 195 experimental blast records. Validation is carried out for the proposed formula based on the site test database of the firstperiod blasting excavation in the Guangdong Lufeng Nuclear Power Plant (GLNPP). The results show the proposed approach has a higher fitting degree and smaller mean error when compared with traditional predictions.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700