Change Rule of Blasting Vibration Peak Velocity in Brick-Concrete Building

Hai Liang Wang; Xian Bin Xue; Zhen Huang Zhang; Jun Tao Wang

doi:10.4028/www.scientific.net/AMR.718-720.1878

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 718-720Change Rule of Blasting Vibration Peak Velocity in...

Change Rule of Blasting Vibration Peak Velocity in Brick-Concrete Building

Abstract:

In this paper, the background is Qingdao Cross-harbor Tunnel Guide Line Project. The research on blasting vibration peak velocity was carried out by monitoring a 6-layer brick-concrete building. According the research, we discover that vibration peak velocity in the vertical direction reaches a maximum on the roof of the building. In the horizontal radial and tangential horizontal direction, the maximum appears at the 1st or 2nd floor. Third, within certain distance from blasting center, the value of horizontal vibration peak velocity is larger than vertical vibration peak velocity.

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Periodical:

Advanced Materials Research (Volumes 718-720)

Pages:

1878-1881

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.718-720.1878

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Online since:

July 2013

Authors:

Hai Liang Wang, Xian Bin Xue, Zhen Huang Zhang, Jun Tao Wang

Keywords:

Amplification Effect, Blasting, Building, Vibration Peak Velocity

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