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Dynamic Response of a Permafrost Railway Subgrade with 3d Train-Track-Subgrade-Ground Model Simulations
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Numerical analysis of soil vibrations due to trains moving at critical speed
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Shakedown analysis of ballasted track structure using three-dimensional finite element techniques
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Geomechanical Modelling of Railroad Ballast: A Review
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Dynamic Responses of Subway Tunnel in Clay Stratum to Moving Loads
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Application of the roadbed cooling approach in Qinghai–Tibet railway engineering
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Seismic analysis of embankment of Qinghai–Tibet railway
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Dynamic elastic modulus for frozen soil from the embankment on Beiluhe Basin along the Qinghai–Tibet Railway
inferredcites →https://doi.org/10.1016/j.coldregions.2009.07.007openalex-extracted
Construction on permafrost foundations: Lessons learned from the Qinghai–Tibet railroad
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Field monitoring on the train-induced vibration response of track structure in the Beiluhe permafrost region along Qinghai–Tibet railway in China
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Analysis of dynamic compressive stress induced by passing trains in permafrost subgrade along Qinghai–Tibet Railway
inferredcites →https://doi.org/10.1016/j.coldregions.2013.10.004openalex-extracted
Characteristics of dynamic response of the active layer beneath embankment in permafrost regions along the Qinghai–Tibet Railroad
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Accumulated permanent strain and critical dynamic stress of frozen silty clay under cyclic loading
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Influence of different transition zones on the dynamic response of track–subgrade systems
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Short soil–binder columns in railway track reinforcement: three–dimensional numerical studies considering the train–track interaction
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Non-linear soil behaviour on high speed rail lines
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Influences of piles on the ground vibration considering the train-track-soil dynamic interactions
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Time domain 3D finite element modelling of train-induced vibration at high speed
inferredcites →https://doi.org/10.1016/j.conbuildmat.2016.04.137openalex-extracted
Modelling stress distribution in substructure of French conventional railway tracks
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Effect of railway roughness on soil vibrations due to moving trains by 2.5D finite/infinite element approach
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Fully three-dimensional analysis of high-speed train–track–soil-structure dynamic interaction
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Effects of local factors and climate on permafrost conditions and distribution in Beiluhe basin, Qinghai-Tibet Plateau, China
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Characteristics of ground motion at permafrost sites along the Qinghai-Tibet railway
inferredcites →https://doi.org/10.1016/j.soildyn.2011.07.009openalex-extracted
Dynamic responses of Qinghai-Tibet railway embankment subjected to train loading in different seasons
inferredcites →https://doi.org/10.1016/j.soildyn.2012.12.003openalex-extracted
Numerical modelling of ground borne vibrations from high speed rail lines on embankments
inferredcites →https://doi.org/10.1016/j.soildyn.2017.01.022openalex-extracted
Simulation and mitigation analysis of ground vibrations induced by high-speed train with three dimensional FEM
inferredcites →https://doi.org/10.1016/j.soildyn.2018.04.047openalex-extracted
Dynamic response analysis of railway embankments under train loads in permafrost regions of the Qinghai-Tibet Plateau
inferredcites →https://doi.org/10.1016/j.soildyn.2018.10.013openalex-extracted
Random distribution characteristics of peak dynamic stress on the subgrade surface of heavy-haul railways considering track irregularities
inferredcites →https://doi.org/10.1016/j.soildyn.2019.01.025openalex-extracted
Random vibration of train-track-ground system with a poroelastic interlayer in the subsoil
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Numerical study of dynamic stress developed in the high speed rail foundation under train loads
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Dynamic characteristics of warm frozen soil under direct shear test-comparison with dynamic triaxial test
inferredcites →https://doi.org/10.1016/j.trgeo.2021.100513openalex-extracted
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions
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Predicting rail defect frequency: An integrated approach using fatigue modeling and data analytics
inferredcites →https://doi.org/10.1139/cgj-2016-0633openalex-extracted
Design of ballasted railway track foundations using numerical modelling. Part I: Development
inferredcites →https://doi.org/10.1139/cgj-2016-0634openalex-extracted
Design of ballasted railway track foundations using numerical modelling. Part II: Applications
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Analysing the effect of principal stress rotation on railway track settlement by discrete element method
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Permafrost Deformation Monitoring Along the Qinghai-Tibet Plateau Engineering Corridor Using InSAR Observations with Multi-Sensor SAR Datasets from 1997–2018
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