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Design of ballasted railway track foundations using numerical modelling. Part II: Applications
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1016/j.trgeo.2016.01.003openalex-snapshot
Three-dimensional numerical modelling of ballasted railway track foundations for high-speed trains with special reference to critical speed
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:12(1006)openalex-snapshot
Cumulative Plastic Deformation for Fine-Grained Subgrade Soils
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:4(316)openalex-snapshot
Method for Railroad Track Foundation Design. I: Development
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:4(323)openalex-snapshot
Method for Railroad Track Foundation Design. II: Applications
inferredcites →https://doi.org/10.1139/cgj-2016-0633openalex-snapshot
Design of ballasted railway track foundations using numerical modelling. Part I: Development
inferredcites →https://doi.org/10.1520/d0698-12e02openalex-snapshot
Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
inferredcites →https://doi.org/10.1520/d2487-11openalex-snapshot
Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Dynamic Response of a Permafrost Railway Subgrade with 3d Train-Track-Subgrade-Ground Model Simulations
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Dynamic Response of a Permafrost Railway Subgrade with 3d Train-Track-Subgrade-Ground Model Simulations
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Static interaction analysis between beam and layered soil using a two-parameter elastic foundation
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Calibration of a Finite Element Model to Predict the Dynamic Response of a Railway Track Bed Subjected to Low- and High-Speed Moving Train Loads
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Development of a Finite Element Model to Study the Settlement of Ballasted Railway Tracks Subjected to Two Adjacent Moving Trains
inferred← citeshttps://doi.org/10.1007/s40515-023-00323-0openalex-snapshot
Effect of Soil–Cement Stabilization of the Subgrade on the Response of a Ballasted Railway Track
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Analysis of Static Plate Load Test Results According to Czech, French, and German Methodologies
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Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast
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Train-induced vibration and subsidence prediction of the permafrost subgrade along the Qinghai-Tibet Railway
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Method for slab track substructure design at a speed of 400 km/h
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Comparative study on dynamic responses of ballasted and ballastless tracks at critical velocity
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Designing ballastless high-speed railways in frozen regions: A dynamic analysis using three-dimensional numerical modelling
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001358openalex-snapshot
Frequency-Dependent Analytical Model for Ballasted Rail-Track Systems Subjected to Moving Load
inferred← citeshttps://doi.org/10.1139/cgj-2016-0633openalex-snapshot
Design of ballasted railway track foundations using numerical modelling. Part I: Development
inferred← citeshttps://doi.org/10.1142/s2047684123500550openalex-snapshot
Numerical analysis of the influence of granular trench reinforcement of soft clay subgrade on the undrained dynamic response of a railway track
inferred← citeshttps://doi.org/10.1142/s204768412450009xopenalex-snapshot
Interference effect of three moving trains on the response of a ballasted railway track
inferred← citeshttps://doi.org/10.1680/jgein.18.00040openalex-snapshot
Design methodology for reinforced railway tracks based on threshold stress approach
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Experimental and Computational Analyses of Sustainable Approaches in Railways
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Modeling of Vibrations Induced by Mecca-Medinah High-Speed Train and Earthquake Mitigation Analysis
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