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Influence and the Control of Shield Tunneling on Ancient Tower Vibration.

Authors :
Liang, Xu
Xu, Jian
Zhang, Yapeng
Gao, Xinquan
Zhou, Xuetao
Yuan, Zonghao
Zhang, Min
Wu, Jian
Liu, Long
Source :
Advances in Civil Engineering; 2/5/2024, p1-13, 13p
Publication Year :
2024

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. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
16878086
Database :
Complementary Index
Journal :
Advances in Civil Engineering
Publication Type :
Academic Journal
Accession number :
175259164
Full Text :
https://doi.org/10.1155/2024/9922218