Paper Title:
Field Test of Blasting Vibration and Regression Analysis
  Abstract

In order to obtain blasting vibration attenuation rule of a soil-rock blasting, the basis theory may provide for later blasting construction, after the blasting vibration monitoring of blasting construction ,the correlation coefficient K and α can be obtained by sodev’s empirical formula and its linear correlation coefficient is significant,the result has guiding significance in blasting construction. Regression formula error is between 6% to 23% in vertical, between 17% to 25% in horizontal radial and between 4% to 25%. If inflection point is eliminated, and the blasting is safety to the nearby buildings. The analysis results has its guiding significance.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
4315-4318
DOI
10.4028/www.scientific.net/AMR.243-249.4315
Citation
Y. J. Zhang, J. X. Huang, "Field Test of Blasting Vibration and Regression Analysis", Advanced Materials Research, Vols. 243-249, pp. 4315-4318, 2011
Online since
May 2011
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Price
$32.00
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