Effect of Blast-Induced Vibration from New Railway Tunnel on Existing Adjacent Railway Tunnel in Xinjiang, China

Author:

Liang Qingguo,Li Jie,Li Dewu,Ou Erfeng

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference49 articles.

1. Berta G (1994) Blasting-induced vibration in tunnelling. Tunn Undergr Space Technol 9:175–187

2. Bi J, Zhong J (2004) Study on influence of blasting vibration from excavation of a new tunnel on existing tunnel. Eng Bl 10(4):69–73 (in Chinese, with abstract in English)

3. Bian K, Liu D, Jia J (1988) Investigation and analysis of effect of engineering blasting on railway tunnel failure. In: Feng S (ed) Colloquium on engineering blasting. Metallurgical Industry Press, Beijing, pp 199–205 (in Chinese)

4. Chen D, Xu S (2009) Tunnel blasting adjacent to existing tunnel and safety technology. International Conference on Transportation Engineering, pp 3748–3753

5. Chengdu VIDTS Dynamic Instrument Co, Ltd, 2008. http://www.vidts.com

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