Seismic fragility curves of shallow tunnels in alluvial deposits

SA Argyroudis, KD Pitilakis - Soil Dynamics and Earthquake Engineering, 2012 - Elsevier
In this paper a numerical approach is proposed for the construction of fragility curves for
shallow metro tunnels in alluvial deposits, when subjected to transversal seismic loading …

1 g Shaking table test of segmental tunnel in sand under near-fault motions

Y Yang, H Yu, Y Yuan, J Sun - Tunnelling and Underground Space …, 2021 - Elsevier
A 1 g shaking table test is conducted to investigate seismic responses of a segmental tunnel
in sand under near-fault motions. The tunnel model is assembled with segments, bolts and …

Impact of incident angles of P waves on the dynamic responses of long lined tunnels

JQ Huang, XL Du, L Jin, M Zhao - Earthquake Engineering & …, 2016 - Wiley Online Library
The impact of the incident angle of earthquake motion on the seismic response of the long
lined tunnels is studied. Based on the time‐domain finite element method with the viscous …

Analytical solution of longitudinal seismic response of circular tunnel across soil-rock stratum based on improved elastic foundation beam model

H Li, N Zhou, J Huang, M Zhao, W Liao, X Zhao… - Computers and …, 2023 - Elsevier
This study aims to analysis the longitudinal seismic responses of circular tunnels across soil-
rock stratum longitudinally (“soil-rock” means two different stratums, not just the soil and rock …

Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves

W Zhao, W Chen, D Yang, H Gao, P Xie - Soil Dynamics and Earthquake …, 2022 - Elsevier
In this study, a simple method was proposed to calculate the equivalent loadings in ground
induced by Rayleigh waves at the critical second. Subsequently, a closed-form solution was …

Analytical solutions considering tangential contact conditions for circular lined tunnels under longitudinally propagating shear waves

M Zhao, H Li, J Huang, X Du, J Wang, H Yu - Computers and Geotechnics, 2021 - Elsevier
Analytical solutions based on the elastic foundation beam model for the bending response
of circular tunnels under longitudinally propagating shear waves are studied considering the …

2D numerical investigation of segmental tunnel lining under seismic loading

NA Do, D Dias, P Oreste, I Djeran-Maigre - Soil Dynamics and Earthquake …, 2015 - Elsevier
Segmental tunnel linings are now often used for seismic areas. However, the influence of
segment joints on the segmental lining behavior under seismic loading has not been …

Analytical solutions for circular composite-lined tunnels under obliquely incident seismic SV and P waves

M Zhao, Y Duan, J Huang, H Li, X Zhao, X Du - Computers and Geotechnics, 2022 - Elsevier
An analytical solution can easily and quickly give the internal forces in tunnels due to
seismic waves, by which, the relationship between the key parameters could also be …

Simplified analytical solution for circular tunnel under obliquely incident SV wave

J Huang, W Shao, M Zhao, J Han, X Zhao, X Du… - Soil Dynamics and …, 2021 - Elsevier
A simplified analytical solution is developed for estimating the thrusts and bending moments
of the circular tunnel in half space under the obliquely incident SV wave. The seismic waves …

Analytical solution for deep non-circular tunnels considering slippage effects under far-field seismic SV waves

C Shi, L Tao, P Ding, Z Wang, Z Jia, M Shi - Tunnelling and Underground …, 2024 - Elsevier
In order to study the seismic response of deep non-circular tunnels under far-field seismic
SV waves, a pseudo-static analytical solution for the seismic response of the tunnel was first …