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 …

Imperfect interface model and dynamic interaction mechanism around tunnels under seismic waves: A review

XQ Fang, HW Ma, CS Zhu, QL Ding, ZG Zhu… - … and Underground Space …, 2023 - Elsevier
Serving behavior of tunnels under normal working conditions but also extreme events such
as earthquakes is very important for the safe and long-time operation, and effective …

[HTML][HTML] Scientific problems and research proposals for Sichuan–Tibet railway tunnel construction

D Zhang, Z Sun, Q Fang - Underground Space, 2022 - Elsevier
Abstract The Sichuan–Tibet railway construction has received significant attention from both
China and abroad. The new section from Ya'an to Nyingchi is about 1018.6 km long …

Seismic damage mechanism and dynamic deformation characteristic analysis of mountain tunnel after Wenchuan earthquake

Y Shen, B Gao, X Yang, S Tao - Engineering Geology, 2014 - Elsevier
Abstract After the 2008 Wenchuan earthquake (Mw= 8.3), many mountain highway tunnels
in the affected area were severely damaged. In order to improve the current knowledge …

The seismic damage mechanism of Daliang tunnel by fault dislocation during the 2022 Menyuan Ms6. 9 earthquake based on unidirectional velocity pulse input

P Chen, P Geng, J Chen, W Gu - Engineering Failure Analysis, 2023 - Elsevier
Fault dislocation may cause severe damage to tunnel structures. A representative example
is the severe damage of the Daliang Tunnel caused by the dislocation of the Lenglongling …

Damage to mountain tunnels related to the Wenchuan earthquake and some suggestions for aseismic tunnel construction

T Li - Bulletin of Engineering Geology and the Environment, 2012 - Springer
Many tunnels along the Dujiangyan to Wenchuan highway, located near the epicenter of the
2008 Wenchuan earthquake in China, were damaged severely. The characteristics of the …

[HTML][HTML] Probabilistic analysis of tunnel face seismic stability in layered rock masses using polynomial Chaos Kriging metamodel

J Man, T Zhang, H Huang, D Dias - Journal of Rock Mechanics and …, 2024 - Elsevier
Face stability is an essential issue in tunnel design and construction. Layered rock masses
are typical and ubiquitous; uncertainties in rock properties always exist. In view of this, a …

[HTML][HTML] Longitudinal mechanical response of tunnels under active normal faulting

Y Qiao, J Tang, G Liu, M He - Underground Space, 2022 - Elsevier
This paper aims to clarify the mechanism of the longitudinal response of a tunnel under
normal faulting via a comprehensive analysis of available experimental data and numerical …

Seismic fragility and resilience assessment of shallowly buried large-section underground civil defense structure in soft soils: Framework and application

Z Huang, Y Cheng, D Zhang, D Yan, Y Shen - Tunnelling and Underground …, 2024 - Elsevier
The assessment of fragility of underground civil defense structures is of paramount
importance in ensuring their functionality and enhancing safety in seismic-prone regions …

Damage characteristics and influence factors of mountain tunnels under strong earthquakes

Z Chen, C Shi, T Li, Y Yuan - Natural Hazards, 2012 - Springer
A total of 81 mountain tunnels that were damaged in 10 strong earthquakes are studied.
They are classified into six typical damage characteristics: lining cracks, shear failure of …