Research on the Blasting Shock Absorption Technology of Shallow-Buried Tunnel Under-Traversing the Dense Houses

Author:

Huang Ming Li1,Meng Xiao Wei2,Tan Zhong Sheng1

Affiliation:

1. Beijing Jiao Tong University

2. Beijing Jiaotong University

Abstract

How to deal with a conflict between blasting vibration damage of tunnels construction with complex shallow and the efficiency has been always a difficult technical problem. Relying on the Chang Hong Ling tunnel which under-traverses the Jiangchi Town, using of field monitoring method to comparative study on the blasting vibration under different blasting scheme construction, research shows that: the up-step of non-blasting excavation + lower-bench of controlled blasting technique, successfully controls the surface blasting vibration speed within 1.5 cm/s.Then the tunnel can be constructed safely and rapidly, which provides a reference for the blasting excavation engineering in urban.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference14 articles.

1. Xibing Li, Tonghua Ling. Analysis of Blast Vibration Signal-Theories and Methods. Beijing: Sciences Press, (2009).

2. Taiji Xie. Blasting-Control Technique" The Blasting Interference of Vibration Reducing Method"Adopted in the Shallow-embeded Section of Yanjin No. 1Tunnel. Modern Tunneling Techology, 2000, (3): 28-32.

3. Qiaoyong Zhou, Yanliang Shang, Yu Zhao. The Blasting Interference of Vibration Reducing Method Adopted In the Tunnel Blasting Construction. Railway Engineering, 2007, (4): 52-54.

4. Qianhua Yang, Zhiyi Zhang. Research on the control technology for tunnel blasting vibration. Journal of Railway Engineering Society, 2010, (1): 82-86.

5. Yifeng Zhang, Daoping Yao, Zhizhao Xie, et al. Analysis of master control factor of blasting seismic effect and discussion on shock absorption measures. Rock and Soil Mechanics, 2010, (31): 304-308.

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