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An Enhanced Longitudinal Model for Analyzing the Shield Tunnel Performance with Bending-Shear Stiffness Variation

https://doi.org/10.2139/ssrn.5270505
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Analytical model for the beam action of a tunnel lining during construction
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Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils
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Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints
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Longitudinal analysis model for segment lining uplift during shield tunnelling considering shearing dislocation of circumferential joints
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Simplified procedure for finite element analysis of the longitudinal performance of shield tunnels considering spatial soil variability in longitudinal direction
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A deep learning informed-mesoscale cohesive numerical model for investigating the mechanical behavior of shield tunnels with crack damage
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An improved analytical solution for solving the shield tunnel uplift problem
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Deformation analysis of ground and existing tunnel induced by overlapped curved shield tunneling
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Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model
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Calculation of longitudinal bending moment and shear force for Shanghai Yangtze River Tunnel: Application of lessons from Dutch research
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Evaluation of deformation response for adjacent tunnels due to soil unloading in excavation engineering
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Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai
inferredcites →https://doi.org/10.1016/j.tust.2013.12.011openalex-snapshot
Model test study on effective ratio of segment transverse bending rigidity of shield tunnel
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Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings
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Resilience analysis of shield tunnel lining under extreme surcharge: Characterization and field application
inferredcites →https://doi.org/10.1016/j.tust.2018.04.009openalex-snapshot
Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal 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.2019.01.011openalex-snapshot
Experimental and analytical study on longitudinal bending behavior of shield tunnel subjected to longitudinal axial forces
inferredcites →https://doi.org/10.1016/j.tust.2019.103004openalex-snapshot
Study on seismic performance of shield tunnels under combined effect of axial force and bending moment in the longitudinal direction
inferredcites →https://doi.org/10.1016/j.tust.2020.103652openalex-snapshot
General solutions for the longitudinal deformation of shield tunnels with multiple discontinuities in strata
inferredcites →https://doi.org/10.1016/j.tust.2022.104567openalex-snapshot
An enhanced analytical model for predicting the nonlinear longitudinal equivalent bending stiffness of shield tunnels incorporating combined N-M actions
inferredcites →https://doi.org/10.1016/j.tust.2024.106063openalex-snapshot
A novel longitudinal bending model of shield tunnel based on discretization of fiber section under the coupling of multiple factors
inferredcites →https://doi.org/10.1016/j.tust.2024.106339openalex-snapshot
Longitudinal deformation mechanism of shield tunnels caused by erosion voids in the underlying soil
inferredcites →https://doi.org/10.1016/j.undsp.2021.12.011openalex-snapshot
Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1985)111:11(1334)openalex-snapshot
On the Determination of Foundation Model Parameters
inferredcites →https://doi.org/10.1080/19648189.2017.1364299openalex-snapshot
Temporal and spatial distribution of the grout pressure and its effects on lining segments during synchronous grouting in shield tunnelling
inferredcites →https://doi.org/10.1155/2022/2041924openalex-snapshot
Study on the Floating of Large Diameter Underwater Shield Tunnel Caused by Synchronous Grouting
inferredcites →https://doi.org/10.1201/9780203879986-119openalex-snapshot
Analytical solution of longitudinal behaviour of tunnel lining
inferredcites →https://doi.org/10.1201/9780203879986.ch108openalex-snapshot
Analytical solution of longitudinal behaviour of tunnel lining
inferredcites →https://doi.org/10.1201/9781003078548-57openalex-snapshot
Longitudinal bending moments in the tube of a bored tunnel
inferredcites →https://doi.org/10.1680/geot.1976.26.1.231openalex-snapshot
Discussion: The circular tunnel in elastic ground
inferredcites →https://doi.org/10.2208/jscej.1988.394_79openalex-snapshot
STUDY ON THE ANALYTICAL MODEL OF SHIELD TUNNEL IN LONGITUDINAL DIRECTION
inferredcites →https://doi.org/10.2208/jscej.1988.398_319openalex-snapshot
AN EVALUATION METHOD OF LONGITUDINAL STIFFNESS OF SHIELD TUNNEL LININGS FOR APPLICATION TO SEISMIC RESPONSE ANALYSES
inferredcites →https://doi.org/10.2208/jscej.1992.448_111openalex-snapshot
DESIGN METHOD OF SEGMENTS AT A SHARPLY CURVED SECTION
inferredcites →https://doi.org/10.3208/sandf.44.5_109openalex-snapshot
Formulas for an Infinitely Long Bernoulli-Euler Beam on the Pasternak Model
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