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A Closed-Form Analytical Solution for the Cross-Sectional Seismic Response of Segmental Tunnels Considering Joint Stiffness and Interface Contact Conditions

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Stresses in linings of bored tunnels
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Seismically induced racking of tunnel linings
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Dynamic response of a non-circular lined tunnel with visco-elastic imperfect interface in the saturated poroelastic medium
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Simplified analytical solutions for seismic response on cross section of circular tunnel with composite linings
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Analytical solutions for circular composite-lined tunnels under obliquely incident seismic SV and P waves
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Analytical solutions for stresses and displacements of tunnels under static and seismic loading
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Analytical solution for the longitude bending response of tunnels and its application to evaluate the influence of peak ground parameters
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Simplified analysis of seismic in-plane stresses in composite and jointed tunnel linings
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Effect of interface friction on tunnel liner internal forces due to seismic S- and P-wave propagation
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1D finite element artificial boundary method for transient response of ocean site under obliquely incident earthquake waves
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Simplified analytical solution for circular tunnel under obliquely incident SV wave
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Analytical solutions of the tunnels under the fault creeping by elastic foundation beam model with considering tangential interaction
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Structural analyses of segmental lining – coupled beam and spring analyses versus 3D-FEM calculations with shell elements
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Analytical solution for seismic-induced ovaling of circular tunnel lining under no-slip interface conditions: A revisit
inferredcites →https://doi.org/10.1016/j.tust.2008.11.002openalex-snapshot
Contact interface in seismic analysis of circular tunnels
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2D numerical investigation of segmental tunnel lining behavior
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Theoretical and numerical analysis of the three-dimensional response of segmental tunnel linings subjected to localized loads
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Analytical solution for long lined tunnels subjected to travelling loads
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Prediction of tunnel lining forces and deformations using analytical and numerical solutions
inferredcites →https://doi.org/10.1016/j.tust.2017.08.030openalex-snapshot
Investigation of the structural effect induced by stagger joints in segmental tunnel linings: Direct insight from mechanical behaviors of longitudinal and circumferential joints
inferredcites →https://doi.org/10.1016/j.tust.2018.09.011openalex-snapshot
Analytical solution for longitudinal bending stiffness of shield tunnels
inferredcites →https://doi.org/10.1016/j.tust.2019.03.003openalex-snapshot
Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests
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Seismic vulnerability of circular tunnels in soft soil deposits: The case of Shanghai metropolitan system
inferredcites →https://doi.org/10.1016/j.tust.2025.106622openalex-snapshot
The effect of lining density on the seismic response of ground penetrating shield tunnels: Shaking table testing and simplified semi-analytical solution
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Dynamic response and failure characteristics of twin-arch tunnels reinforced with steel strips under pulse-like ground motions: Insights from shaking table tests
inferredcites →https://doi.org/10.1016/j.tust.2025.107249openalex-snapshot
An analytical model of multi-ring segmental lining with nonlinear joint interactions
inferredcites →https://doi.org/10.1016/s0886-7798(01)00051-7openalex-snapshot
Seismic design and analysis of underground structures
inferredcites →https://doi.org/10.1016/s0886-7798(03)00008-7openalex-snapshot
Effect of pore water pressure on tunnel support during static and seismic loading
inferredcites →https://doi.org/10.1061/jsfeaq.0001175openalex-snapshot
Stresses Against Underground Structural Cylinders
inferredcites →https://doi.org/10.1139/cgj-38-3-461openalex-snapshot
The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure
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An analytical solution for jointed tunnel linings in elastic soil or rock
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The circular tunnel in elastic ground
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DAMAGE TO A SHIELD TUNNEL CAUSED BY THE CHUETSU OKI EARTHQUAKE
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