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
Link To Document