Site-Specific Prediction Of Ground Vibrations Induced By Blasting

The American Institute of Mining, Metallurgical, and Petroleum Engineers
S. A. Shoop J. J. K. Daemen
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
9
File Size:
620 KB
Publication Date:
Jan 1, 1985

Abstract

Site-specific blast vibration prediction can be more accurate than using a universal prediction equation. Vibrations from 37 blasts were monitored using three seismographs. Data analysis showed that square root, cube root, and site-specific scaling predicted ground motion with equal reliability. Imprecise prediction is caused by geologic and blast variability, particularly, inaccurate delay times. Vibrations at some mines were consistently lower or higher than vibrations predicted from US Bureau of Mines (USBM) equations. Vibration restrictions based on USBM studies could then be too conservative or too lenient. Predominant vibration frequencies were generally less than 50 Hz, but several blasts had significant energy up to 125 Hz. In some cases, energy was concentrated at frequencies corresponding to delay intervals.
Citation

APA: S. A. Shoop J. J. K. Daemen  (1985)  Site-Specific Prediction Of Ground Vibrations Induced By Blasting

MLA: S. A. Shoop J. J. K. Daemen Site-Specific Prediction Of Ground Vibrations Induced By Blasting. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1985.

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