On the public citation graph

Research on Dynamic Response and Stability Improvement of Support Structure for High-Speed Railway Tunnels Traversing Loess - Red Beds Strata

https://doi.org/10.2139/ssrn.4979717
0 signed · 32 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1007/s10064-019-01711-yopenalex-extracted
Investigation of a loess-mudstone landslide and the induced structural damage in a high-speed railway tunnel
inferredcites →https://doi.org/10.1007/s11629-020-6493-5openalex-extracted
Deformation of the Zhangjiazhuang high-speed railway tunnel: an analysis of causal mechanisms using geomorphological surveys and D-InSAR monitoring
inferredcites →https://doi.org/10.1007/s11709-020-0710-8openalex-extracted
Stability analysis and optimization of excavation method of double-arch tunnel with an extra-large span based on numerical investigation
inferredcites →https://doi.org/10.1007/s12205-020-1324-3openalex-extracted
Failure Mechanisms and Modes of Tunnels in Monoclinic and Soft-Hard Interbedded Rocks: A Case Study
inferredcites →https://doi.org/10.1007/s12665-017-7106-7openalex-extracted
Stability analysis of super-large-section tunnel in loess ground considering water infiltration caused by irrigation
inferredcites →https://doi.org/10.1016/j.compgeo.2021.104437openalex-extracted
Displacement process analysis of deep tunnels with grouted rockbolts considering bolt installation time and bolt length
inferredcites →https://doi.org/10.1016/j.engfailanal.2021.105261openalex-extracted
A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete
inferredcites →https://doi.org/10.1016/j.engfailanal.2022.106794openalex-extracted
Characteristics and failure analysis of a railway tunnel collapse influenced by cavity in phyllite strata
inferredcites →https://doi.org/10.1016/j.engfailanal.2024.108422openalex-extracted
Deformation behavior and damage characteristics of surface buildings induced by undercrossing of shallow large-section loess tunnels
inferredcites →https://doi.org/10.1016/j.engfracmech.2021.107610openalex-extracted
Numerical investigation of the tensile strength of loess using discrete element method
inferredcites →https://doi.org/10.1016/j.euromechsol.2016.04.005openalex-extracted
Effects of track irregularities on environmental vibration caused by underground railway
inferredcites →https://doi.org/10.1016/j.ijrmms.2017.07.002openalex-extracted
Effect of grouting on shear behavior of rock joint
inferredcites →https://doi.org/10.1016/j.istruc.2022.11.020openalex-extracted
Dynamic response of the tunnel bottom structure considering groundwater influence under heavy-haul train loading
inferredcites →https://doi.org/10.1016/j.sandf.2016.11.008openalex-extracted
Mechanical behaviour of piled-raft foundations subjected to high-speed train loading
inferredcites →https://doi.org/10.1016/j.soildyn.2022.107405openalex-extracted
Research on dynamic response and fatigue life of tunnel bottom structure under coupled action of train load and groundwater
inferredcites →https://doi.org/10.1016/j.tust.2013.06.001openalex-extracted
Case studies of TBM tunneling performance in rock–soil interface mixed ground
inferredcites →https://doi.org/10.1016/j.tust.2017.10.003openalex-extracted
Longitudinal deformation profile of a tunnel in weak rock mass by using the back analysis method
inferredcites →https://doi.org/10.1016/j.tust.2017.11.002openalex-extracted
Numerical analysis of the cracking and failure behaviors of segmental lining structure of an underwater shield tunnel subjected to a derailed high-speed train impact
inferredcites →https://doi.org/10.1016/j.tust.2018.04.031openalex-extracted
An experimental study of the dynamic response of shield tunnels under long-term train loads
inferredcites →https://doi.org/10.1016/j.tust.2018.08.035openalex-extracted
Collapsible characteristics of loess tunnel site and their effects on tunnel structure
inferredcites →https://doi.org/10.1016/j.tust.2019.103133openalex-extracted
Large-scale model experiment and numerical simulation on convergence deformation of tunnel excavating in composite strata
inferredcites →https://doi.org/10.1016/j.tust.2020.103432openalex-extracted
Modeling dynamic responses of a cross-river road shield tunnel under stochastic vehicle loads
inferredcites →https://doi.org/10.1016/j.tust.2020.103532openalex-extracted
Mechanical characteristics of primary support of large span loess highway tunnel: A case study in Shaanxi Province, Loess Plateau, NW China primary
inferredcites →https://doi.org/10.1016/j.tust.2021.103952openalex-extracted
Damage mechanism modelling of shield tunnel with longitudinal differential deformation based on elastoplastic damage model
inferredcites →https://doi.org/10.1016/j.tust.2021.104114openalex-extracted
Effects of grouting in reducing excessive tunnel lining deformation: Field experiment and numerical modelling using material point method
inferredcites →https://doi.org/10.1016/j.tust.2021.104205openalex-extracted
Surface settlement in saturated loess stratum during shield construction: Numerical modeling and sensitivity analysis
inferredcites →https://doi.org/10.1016/j.tust.2022.104628openalex-extracted
Experimental and numerical studies on dynamic responses of tunnel and soils due to train traffic loads
inferredcites →https://doi.org/10.1016/j.tust.2023.105453openalex-extracted
Influence spatial behavior of surface cracks and prospects for prevention methods in shallow loess tunnels in China
inferredcites →https://doi.org/10.1038/s41598-022-27206-7openalex-extracted
Analysis of factors influencing surface settlement during shield construction of a double-line tunnel in a mudstone area
inferredcites →https://doi.org/10.3390/atmos14091391openalex-extracted
Experimental and Numerical Investigation on the Damage Mechanism of a Loess–Mudstone Tunnel in Cold Regions
inferredcites →https://doi.org/10.3390/buildings13010110openalex-extracted
Investigation into the Large Deformation Mechanism and Control Technology of Variable Cross-Section Tunnel in Layered Mudstone Stratum
inferredcites →https://doi.org/10.3390/sym16050526openalex-extracted
Analysis of the Surrounding Rock Full-Displacement Variation in Large-Span Mudstone Highway Tunnels
Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.