Influence and the Control of Shield Tunneling on Ancient Tower Vibration

Author:

Liang Xu1,Xu Jian1,Zhang Yapeng2,Gao Xinquan3,Zhou Xuetao2,Yuan Zonghao3ORCID,Zhang Min4,Wu Jian5,Liu Long6

Affiliation:

1. Hangzhou Urban Infrastructure Construction Management Center, Hangzhou, China

2. Power China Huadong Engineering Corporation Limited, Hangzhou 310005, China

3. College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310014, China

4. Institute of Transportation Engineering, Zhejiang University, Hangzhou 310000, China

5. Zhejiang Engineering Research Center of Green Mine Technology and Intelligent Equipment, Hangzhou 311100, China

6. Zhejiang Huadong Engineering Construction and Management Corporation Limited, Hangzhou 310030, China

Abstract

In recent years, to effectively mitigate the issue of urban traffic congestion, tunnels have become widely used new type of road. However, when the soil layer is excavated and disturbed, the resulting vibration affects the safety of the buildings above it, especially for ancient buildings that are very sensitive to vibrations. Taking the White Tower in Hangzhou as an example, in this paper, the vibration response propagation of large-diameter shield tunnel excavation to adjacent ancient towers is studied through field measurements. The vibration response of the unexcavated south line tunnel is predicted by using 3D numerical analysis software, and the optimal construction parameters are obtained. The study found that the frequency domain component of the White Tower bedrock vibration caused by shield tunneling is mainly 5–20 Hz, and the vibration response attenuates significantly beyond 40 m. Further, reducing the propulsive force can reduce the vibration response of the White Tower; therefore, controlling the propulsion and reducing the tunneling velocity can reduce the vibration response.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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