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Improved analytical model for circumferential behavior of jointed shield tunnels considering the longitudinal differential settlement
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/nag.134openalex-snapshot
An analytical solution for a jointed shield‐driven tunnel lining
inferredcites →https://doi.org/10.1016/j.compgeo.2013.12.006openalex-snapshot
Robust geotechnical design of shield-driven tunnels
inferredcites →https://doi.org/10.1016/j.tust.2004.08.009openalex-snapshot
Analytical solution for tunnelling-induced ground movement in clays
inferredcites →https://doi.org/10.1016/j.tust.2005.12.147openalex-snapshot
Estimation of settlements due to shallow tunnels and their effects
inferredcites →https://doi.org/10.1016/j.tust.2007.07.001openalex-snapshot
Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction
inferredcites →https://doi.org/10.1016/j.tust.2010.02.003openalex-snapshot
Influence of segmental joints on tunnel lining
inferredcites →https://doi.org/10.1016/j.tust.2011.05.004openalex-snapshot
Structural analysis of contact deficiencies in segmented lining
inferredcites →https://doi.org/10.1016/j.tust.2012.04.002openalex-snapshot
Flattening of jointed shield-driven tunnel induced by longitudinal differential settlements
inferredcites →https://doi.org/10.1016/j.tust.2013.01.001openalex-snapshot
Calculation of longitudinal bending moment and shear force for Shanghai Yangtze River Tunnel: Application of lessons from Dutch research
inferredcites →https://doi.org/10.1016/s0266-352x(01)00007-6openalex-snapshot
Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro
inferredcites →https://doi.org/10.1016/s0886-7798(00)00058-4openalex-snapshot
Guidelines for the design of shield tunnel lining
inferredcites →https://doi.org/10.1016/s0886-7798(03)00040-3openalex-snapshot
Present status and technology of shield tunneling method in Japan
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:9(846)openalex-snapshot
Analytical Prediction for Tunneling-Induced Ground Movements in Clays
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
inferredcites →https://doi.org/10.1680/geot.1975.25.1.115openalex-snapshot
The circular tunnel in elastic ground
inferredcites →https://doi.org/10.1680/geot.1996.46.4.753openalex-snapshot
Surface settlements due to deformation of a tunnel in an elastic half plane
inferredcites →https://doi.org/10.1680/geot.1998.48.5.709openalex-snapshot
Surface settlements due to deformation of a tunnel in an elastic half plane
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.2139/ssrn.4663571openalex-extracted
An Explicit Iterative Method for Mechanical Behavior of Longitudinal Joints in Shield Tunnel Subjected to Irregular Cyclic Loads
inferred← citeshttps://doi.org/10.1002/suco.202200238openalex-snapshot
Inversion model for mechanical status of longitudinal joints in shield tunnel
inferred← citeshttps://doi.org/10.1007/s11440-025-02642-7openalex-snapshot
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata
inferred← citeshttps://doi.org/10.1007/s11771-026-6388-xopenalex-snapshot
Longitudinal response of shield tunnels under crossing and asymmetric loading: An improved model considering coupled axial-bending-shear interactions
inferred← citeshttps://doi.org/10.1007/s13349-022-00574-4openalex-snapshot
Temporal–spatial coupled model for multi-prediction of tunnel structure: using deep attention-based temporal convolutional network
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105670openalex-snapshot
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory
inferred← citeshttps://doi.org/10.1016/j.compgeo.2026.108501openalex-snapshot
A unified potential-based cohesive-frictional interface model with pressure-dependent dilatancy and wear
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2021.105261openalex-snapshot
A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete
inferred← citeshttps://doi.org/10.1016/j.enggeo.2016.01.016openalex-snapshot
Investigation of the long-term settlement of a cut-and-cover metro tunnel in a soft deposit
inferred← citeshttps://doi.org/10.1016/j.enggeo.2017.03.017openalex-snapshot
Impact of incident angles of earthquake shear (S) waves on 3-D non-linear seismic responses of long lined tunnels
inferred← citeshttps://doi.org/10.1016/j.enggeo.2024.107647openalex-snapshot
Simulation of geological uncertainty based on improved three-dimensional coupled Markov chain model
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.03.011openalex-snapshot
A progressive model to simulate the full mechanical behavior of concrete segmental lining longitudinal joints
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.113124openalex-snapshot
In situ behaviour of an instrumented ring subjected to incipient TBM steering around a curve
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.115070openalex-snapshot
Experimental investigation of the influence of the timing of strengthening on the structural behavior of segmental tunnel linings
inferred← citeshttps://doi.org/10.1016/j.measurement.2019.03.053openalex-snapshot
Fast vibration characteristics analysis of an underwater shield tunnel using the accelerometer network enhanced by edge computing
inferred← citeshttps://doi.org/10.1016/j.measurement.2023.113050openalex-snapshot
Wireless tilt sensor based monitoring for tunnel longitudinal Settlement: Development and application
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.116134openalex-snapshot
Assessment of structural performance of super large cross-section subsea RC shield tunnels: Emphasis on the combined effects of highly hydrostatic pressure and corrosion-induced deterioration
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102392openalex-snapshot
Experimental investigation on sudden failure of segmental lining via scaled model tests
inferred← citeshttps://doi.org/10.1016/j.tust.2017.06.013openalex-snapshot
Influence of consolidation settlement on the stability of inclined TBM tunnels in a coal mine
inferred← citeshttps://doi.org/10.1016/j.tust.2017.11.026openalex-snapshot
Probabilistic analysis of tunnel longitudinal performance based upon conditional random field simulation of soil properties
inferred← citeshttps://doi.org/10.1016/j.tust.2019.05.007openalex-snapshot
Longitudinal beam response of concrete segmental linings simultaneously backfilled with bicomponent grouts
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103022openalex-snapshot
Thermally-induced longitudinal decompression of simultaneously backfill grouted tunnels
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103432openalex-snapshot
Modeling dynamic responses of a cross-river road shield tunnel under stochastic vehicle loads
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103576openalex-snapshot
The role of temporary spear bolts in gasketed longitudinal joints of concrete segmental linings
inferred← citeshttps://doi.org/10.1016/j.tust.2021.103952openalex-snapshot
Damage mechanism modelling of shield tunnel with longitudinal differential deformation based on elastoplastic damage model
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104023openalex-snapshot
Structural response of concrete segmental linings in transverse interaction with the TBM. Part 1: Axisymmetric conditions
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104024openalex-snapshot
Structural response of concrete segmental linings in transverse interaction with the TBM. Part 2: Non-axisymmetric conditions
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104051openalex-snapshot
Probabilistic back analysis for improved reliability of geotechnical predictions considering parameters uncertainty, model bias, and observation error
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104388openalex-snapshot
Design guidelines for concrete segmental linings in transverse interaction with the TBM
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104475openalex-snapshot
Deformation recoverability of longitudinal joints in segmental tunnel linings: An experimental study
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104510openalex-snapshot
Investigation of ultimate bearing capacity of shield tunnel based on concrete damage model
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104671openalex-snapshot
Full-scale experimental study on failure characteristics of the key segment in shield tunnel with super-large cross-section
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104812openalex-snapshot
In situ behaviour of an instrumented ring subjected to active eccentric tail seal passage
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105506openalex-snapshot
Experimental and theoretical study on longitudinal deformation and internal force of shield tunnel under surcharge
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106149openalex-snapshot
Understanding the longitudinal performance of shield tunnel from settlement to joint behavior by a novel physical modeling system
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106978openalex-snapshot
Long-term settlement prediction of shield tunnel interval considering spatial information
inferred← citeshttps://doi.org/10.1016/j.tust.2026.108061openalex-snapshot
Study on the failure mechanism of cut-and-cover tunnel lining induced by base settlement under deep overburden: A case study
inferred← citeshttps://doi.org/10.1016/j.undsp.2021.07.006openalex-snapshot
Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou
inferred← citeshttps://doi.org/10.1016/j.undsp.2021.11.007openalex-snapshot
Longitudinal connection effect on initial support steel frames in tunnels—Take the traffic tunnels as examples
inferred← citeshttps://doi.org/10.1038/s41598-024-83062-7openalex-snapshot
An analytical solution for internal forces of shallow circular low-to-vacuum tunnel linings in soft soils
inferred← citeshttps://doi.org/10.1038/s41598-025-97013-3openalex-snapshot
Model experimental investigation on staggered segmental tunnel linings considering the surrounding soil pressure
inferred← citeshttps://doi.org/10.1061/(asce)as.1943-5525.0000910openalex-snapshot
Long-Term Longitudinal Deformation Characteristics of Metro Lines in Soft Soil Area
inferred← citeshttps://doi.org/10.1080/15732479.2022.2095409openalex-snapshot
Experimental study on deformational resilience of longitudinal joint in shield tunnel lining
inferred← citeshttps://doi.org/10.1088/1742-6596/3005/1/012020openalex-snapshot
Assessment of metro running safety and comfort under uneven tunnel settlement
inferred← citeshttps://doi.org/10.1139/cgj-2014-0458openalex-snapshot
Improved shield tunnel design methodology incorporating design robustness
inferred← citeshttps://doi.org/10.1139/cgj-2017-0006openalex-snapshot
Nonlinear subgrade reaction solution for circular tunnel lining design based on mobilized strength of undrained clay
inferred← citeshttps://doi.org/10.3390/app14135483openalex-snapshot
Convergence-Related Serviceability Limit States of Segmental Tunnel Rings: Lessons Learned from Structural Analysis of Real-Scale Tests
inferred← citeshttps://doi.org/10.56532/mjsat.v4i4.323openalex-snapshot
Study on the Extension of Critical Zones Along Tunnel Alignments and Its Impact on Structural Damage to Nearby Buildings
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