Modification of Surface Velocity Calculation Formula in Tunnel Blasting

Article Preview

Abstract:

The blasting vibration in Qingdao Cross-harbor Tunnel Guide Line Project is monitored and analyzed. We discover that the surface particle vibration velocity in the range of 5metres around the working face reduces fast, and that does not conform to Sadaovsk formula. This inquiry adopts the hypothesis-fitting-testing method to modify Sadaovsk formula. The empirical formula of the ground vibration velocity caused by blasting in tunnel is obtained.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 199-200)

Pages:

882-885

Citation:

Online since:

February 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Hailiang Wang: Engineering Blasting. (China Railway Publishing House, China 2008).

Google Scholar

[2] Jiasheng Zhang, Shengquan Yang and Jianqing He: 20 (2001), pp.1858-1860.

Google Scholar

[3] Jianmin Hu, Liuhua: 20 (2001), pp.1861-1864.

Google Scholar

[4] Xiaobin Chen, Jiasheng Zhang and Zhizheng Yin: 10 (2007), pp.116-120.

Google Scholar

[5] Shengquan Yang, Zhoujian and Zhongyu Lv: 8 (2007), pp.637-641.

Google Scholar

[6] Jichun Zhang, Qiongfang Peng: 1 (2001), pp.399-401.

Google Scholar