Field Test of Blasting Vibration and Regression Analysis

Abstract:

Article Preview

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 and 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

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.