• DocumentCode
    2227511
  • Title

    HHT Analysis of Height Influence on Blasting Vibration Parameters under Rocky Slope

  • Author

    Lu Fandong ; Fang Xiang

  • Author_Institution
    Eng. Inst. of Eng. Corps, PLA Univ. of Sci. & Tech, Nanjing, China
  • fYear
    2009
  • fDate
    26-28 Dec. 2009
  • Firstpage
    570
  • Lastpage
    574
  • Abstract
    Through Hilbert-Huang transform analysis of signals from different height of the rocky slope, law and amplification cause of peak particle velocity and frequency spectrum of blasting seismic wave in three directions were studied. On basis of energy damage mechanism, damage analysis of rocky slope under blast load from view of momentary input energy shows that total input energy and the maximum momentary input energy are dominant in horizontal radial direction of 56m height, followed by horizontal direction of 32m height and vertical components in low height range of the slope.
  • Keywords
    Hilbert transforms; detonation waves; geotechnical engineering; seismic waves; vibrations; HHT analysis; Hilbert-Huang transform; blast load; blasting seismic wave; blasting vibration parameters; damage analysis; energy damage mechanism; frequency spectrum; height influence; peak particle velocity; rocky slope; Data analysis; Information analysis; Power engineering and energy; Programmable logic arrays; Seismic measurements; Signal analysis; Signal processing; Surface cracks; Tensile stress; Testing;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Science and Engineering (ICISE), 2009 1st International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-4909-5
  • Type

    conf

  • DOI
    10.1109/ICISE.2009.630
  • Filename
    5455322