Artificial Blasting Vibration Response Test and Analysis Based on Cottage Construction of Brick Structure

Jing Min Jia

doi:10.4028/www.scientific.net/AMR.718-720.1895

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Artificial Blasting Vibration Response Test and Analysis Based on Cottage Construction of Brick Structure
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 718-720Artificial Blasting Vibration Response Test and...

Artificial Blasting Vibration Response Test and Analysis Based on Cottage Construction of Brick Structure

Abstract:

The old oilfield in eastern China has conducted several rounds of seismic exploration. Artificial blasting inevitably layout into town and city building dense area. Quaternary alluvial plains in loose sand, the local large brick structure housing affordability study with artificial explosives directly related to the optimization of blasting parameters. On the basis of a large number of focal blasting venue, housing vibration test data, combined with the near-surface structure and brick structure housing construction characteristics. It focused on analysis different explosive source caused by blasting parameters venues and housing vibration displacement, velocity, acceleration amplitude, frequency characteristic parameters, duration, and vibration direction, summed up the venues and housing vibration response, attenuation relationship, housing construction vibration characteristics and seismic performance. The results show that, depth change of the blasting based on the ground, housing peak attenuation impact, not changes in dose. Vibration velocity, acceleration, displacement exists obvious amplification effect at 130m and 230m.

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Periodical:

Advanced Materials Research (Volumes 718-720)

Pages:

1895-1901

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.718-720.1895

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Online since:

July 2013

Authors:

Jing Min Jia

Keywords:

Artificial Explosives, Brick Structure Houses, Enlarge Effect, Seismic Performance, Vibration Response

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References

[1] Yan Zhi-xin, Wang Hou-yu. Effect and safety of blasting seismic [M]. Bei Jing：Science Press, 2011：61-87

Google Scholar

[2] Liu Chun-guang. Earthquake response analysis and seismic performance of the bridge structure [M]. Bei Jing：China Building Industry Press，2009：123-168

Google Scholar

[3] Wang Xin-hong. Plain complex surface seismic exploration research and application of special explosive source [M]. Bei Jing：Petroleum Industry Press, 2008：58-89.

Google Scholar

[4] Zhang De-zhong. Complex surface seismic and exploration [M]. Bei Jing：Petroleum Industry Press, 1994：67-95.

Google Scholar

[5] Lv Fang-hui. Focal analysis in the field of seismic exploration [J].Nei Jiang Ke Ji,2010, 2: 94-95.

Google Scholar

[6] Lan Xiao-wen,Zhang Guo-hong. A new type of city of shallow seismic exploration seismic source[J]. Chinese Journal of Engineering Geophysics. 2005.4 316-321

Google Scholar