Blasting Vibration Damping Design and Effect Analysis in Subway Shaft Construction

Abstract:

Mining method inevitably causes a certain degree of damage on the shaft and surrounding rock, and severe vibration can effect on the ground buildings. The Sectional blasting design was discussed on the base of stratigraphic features, field condition and the nearest distance from surrounding buildings to Cuchun Shaft of Dalian Subway 202 construction which is taken as blasting safety control distance in this paper. The control blasting technology with short footage, weak blasting was put forward to reducing blasting vibration. The ground vibration monitoring was carried through during shaft blasting. Particle vibration velocity was from 0.28 to 1.85 cm/s and main vibration frequency was from 16.97 to 42.24 Hz at different level blasting of the surrounding rock. The monitoring results show the blasting parameters and damping measures can meet requirements of Engineering and standardization of the industry. It can provide the scientific basis and technical support for subway construction damping optimization design.

• Periodical: Applied Mechanics and Materials (Volumes 501-504)
• Pages: 1846-1849
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.501-504.1846
• Online since: January 2014
• Authors: Jin Kui Li*, De Jun Wang, Yue Bo Fan
• Keywords: Blasting Vibration, Mining Method, Subway Shaft Construction, Vibration Damping Design, Vibration Monitoring

References

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