Paper Title:
Analysis of the Influence of Tunnel Blasting to the Neighbor Tunnel
  Abstract

According to the tunnel blasting vibration test at Kiaochow bay Cross-harbor Tunnel Guide Line Project, the regulation of the tunnel vibration velocity has been studied. Based on the analytical results, this paper finds that the change regulation of vertical, horizontal radial and tangential vibration velocity as the different distances from the work face. The tunnel vibration velocity of the rear work face is greater than the unexcavated area. The peak value of the rear work face is 2-2.5 times as large as that of the front work face, vibration velocity of the front work face attenuates gently. The paper figures out the relationship between vibration velocity and distance from sensor to the work face, which can offer a reference to similar studies.

  Info
Periodical
Advanced Materials Research (Volumes 199-200)
Edited by
Jianmin Zeng, Zhengyi Jiang, Taosen Li, Daoguo Yang and Yun-Hae Kim
Pages
870-873
DOI
10.4028/www.scientific.net/AMR.199-200.870
Citation
H. L. Wang, S. C. Cong, B. J. Wang, L. S. Liu, "Analysis of the Influence of Tunnel Blasting to the Neighbor Tunnel", Advanced Materials Research, Vols. 199-200, pp. 870-873, 2011
Online since
February 2011
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Price
$32.00
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