Seismic response of tunnels revealed in two decades following the 1999 Chi-Chi earthquake (Mw 7.6) in Taiwan: A review

TT Wang, OLA Kwok, FS Jeng - Engineering Geology, 2021 - Elsevier
Abstract The 1999 Chi-Chi, Taiwan, earthquake (Mw 7.6) caused damage to 49 tunnels
within 60 km of the epicenter, including the collapse of three mountain tunnels, ending the …

A review of seismic damage of mountain tunnels and probable failure mechanisms

N Roy, R Sarkar - Geotechnical and Geological Engineering, 2017 - Springer
Severe cases of damages of mountain tunnels following 1995 Hyogoken-Nanbu (Japan),
1999 Chi-Chi (Taiwan), 2004 Mid-Niigata Prefecture (Japan) and 2008 Wenchuan (China) …

[HTML][HTML] Seismic behaviour of tunnels: From experiments to analysis

G Tsinidis, F de Silva, I Anastasopoulos… - … and underground space …, 2020 - Elsevier
The paper presents a state-of-the-art review of the current understanding of the seismic
behaviour of tunnels. Emphasis is placed on recorded responses of actual tunnels during …

Seismic damage assessment of mountain tunnel: A case study on the Tawarayama tunnel due to the 2016 Kumamoto Earthquake

X Zhang, Y Jiang, S Sugimoto - Tunnelling and underground space …, 2018 - Elsevier
Abstract The Kumamoto Earthquake with magnitude of 7.3 (Mj) on April 16 and 6.5 (Mj) on
April 14, 2016 have triggered numerous damages to the Tawarayama Tunnel in Kumamoto …

Use of fragility curves to assess the seismic vulnerability in the risk analysis of mountain tunnels

G Andreotti, CG Lai - Tunnelling and Underground Space Technology, 2019 - Elsevier
The high uncertainties involved in the design and construction of mountain tunnels have
driven the development of risk analysis procedures to control the risk level within an …

Dynamic interaction and failure mechanism in tunnel-slope systems: Mitigation insights from shaking table tests and numerical analysis

C Xin, Y Shuai, D Song, X Liu - Tunnelling and Underground Space …, 2024 - Elsevier
Tunnel portals, particularly within seismic-prone areas, are highly susceptible to seismic
damage, highlighting the crucial need for seismic fortification at portal slopes. To explore the …

Damage evolution of tunnel lining with steel reinforced rubber joints under normal faulting: An experimental and numerical investigation

G Yan, Y Shen, B Gao, Q Zheng, K Fan… - … and Underground Space …, 2020 - Elsevier
The zones where tunnels through the active faults are proved to be seriously damaged
because of the fault dislocation which could be due to strong earthquakes. A steel reinforced …

Seismic vulnerability assessment of rectangular cut-and-cover subway tunnels

DD Nguyen, D Park, S Shamsher, VQ Nguyen… - … and Underground Space …, 2019 - Elsevier
This study develops fragility curves for rectangular cut-and-cover tunnels from nonlinear
frame analyses. Fragility curves are generated for single, double, and triple boxes …

Non-linear seismic responses of tunnels within normal fault ground under obliquely incident P waves

J Huang, M Zhao, X Du - Tunnelling and Underground Space Technology, 2017 - Elsevier
The faults play an important role in inducing tremendous potential threat to the stability
capability of embedded tunnels in strong earthquake events. Based on the finite element …

Intelligent monitoring of concrete-rock interface debonding via ultrasonic measurement integrated with convolutional neural network

C Zhang, Q Yan, Y Zhang, X Liao, H Zhong - Construction and Building …, 2023 - Elsevier
This paper presents an intelligent methodology for monitoring and assessing the interfacial
debonding damage process of concrete-rock composites through the piezoelectric-based …