Nonlinear Seismic Response of Rock Tunnels Crossing Inactive Fault under Obliquely Incident Seismic P Waves

Hongyun Jiao; Xiuli Du; Mi Zhao; Jingqi Huang; Xu Zhao; Wenlong Ouyang

doi:10.1007/s12583-021-1483-2

Volume 32 Issue 5

Oct 2021

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Journal of Earth Science > 2021 > 32(5): 1174-1189.

Hongyun Jiao, Xiuli Du, Mi Zhao, Jingqi Huang, Xu Zhao, Wenlong Ouyang. Nonlinear Seismic Response of Rock Tunnels Crossing Inactive Fault under Obliquely Incident Seismic P Waves. Journal of Earth Science, 2021, 32(5): 1174-1189. doi: 10.1007/s12583-021-1483-2

Citation:

Hongyun Jiao, Xiuli Du, Mi Zhao, Jingqi Huang, Xu Zhao, Wenlong Ouyang. Nonlinear Seismic Response of Rock Tunnels Crossing Inactive Fault under Obliquely Incident Seismic P Waves. Journal of Earth Science, 2021, 32(5): 1174-1189. doi: 10.1007/s12583-021-1483-2

Citation:

Hongyun Jiao, Xiuli Du, Mi Zhao, Jingqi Huang, Xu Zhao, Wenlong Ouyang. Nonlinear Seismic Response of Rock Tunnels Crossing Inactive Fault under Obliquely Incident Seismic P Waves. Journal of Earth Science, 2021, 32(5): 1174-1189. doi: 10.1007/s12583-021-1483-2

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Nonlinear Seismic Response of Rock Tunnels Crossing Inactive Fault under Obliquely Incident Seismic P Waves

doi: 10.1007/s12583-021-1483-2

Hongyun Jiao^1
,,
Xiuli Du¹,
Mi Zhao¹,
Jingqi Huang^{2
,
,
,},
Xu Zhao^{1, 3},
Wenlong Ouyang¹

1.
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
2.
Beijing Key Laboratory of Urban Underground Space Engineering, School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
3.
Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China

More Information

Corresponding author: Jingqi Huang, huangjingqi11@163.com
Received Date: 10 Mar 2021
Accepted Date: 17 May 2021
Publish Date: 01 Oct 2021

Abstract

Abstract

The failure mechanism of tunnels crossing faults is a critical issue for tunnels located in seismically active regions. This study aims to investigate the nonlinear response of rock tunnels crossing inactive faults under obliquely incident seismic P waves. Based on the equivalent nodal force method together with the viscous-spring boundary, an incident method for the site, which contains fault and is subjected to obliquely incident seismic P waves, is developed first. Then, based on the proposed incident method, the nonlinear response and the failure process of the tunnel crossing inactive fault are numerically studied. The numerical results show that the failure mechanism of the tunnel crossing inactive fault can be attributed to the combined action of the seismic waves and its associated fault slippage. Finally, parameter studies are conducted to investigate the effects of the wave impedance ratio of the fault to the surrounding rock and the incident angle of P waves. By the parameter analysis, it can be concluded that: (1) with decreasing the wave impedance ratio of the fault to the surrounding rock, the seismic response of the tunnel increases significantly; (2) the seismic response of the tunnel increases first and then decreases with the increasing of the incident angle of P waves. This study offers the insight for further research on the seismic stability of tunnels crossing inactive faults.
- tunnel,
- inactive fault,
- earthquake,
- P wave,
- nonlinear seismic response

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References(53)

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