All Stories

  1. Numerical investigation on dynamic behaviour of critical zones in railway tracks under moving train loads
  2. An innovative rheological approach for predicting the behaviour of critical zones in a railway track
  3. Performance improvement of ballasted railway tracks using three-dimensional cellular geoinclusions
  4. Geotechnical rheological modeling of ballasted railway tracks considering the effect of principal stress rotation
  5. Mathematical Modeling of the Short-Term Performance of Railway Track Under Train-Induced Loading
  6. Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure
  7. Finite Element Modeling of the Dynamic Response of Critical Zones in a Ballasted Railway Track
  8. Performance Improvement of Ballasted Railway Tracks for High-Speed Rail Operations
  9. Prediction of Extra Confinement Offered by Cellular Inclusion Under Three-Dimensional Stress State
  10. Analytical Evaluation of Ballasted Track Substructure Response under Repeated Train Loads
  11. Modelling of Shear Behaviour of Interfaces Involving Smooth Geomembrane and Nonwoven Geotextile Under Static and Dynamic Loading Conditions
  12. Evaluation of additional confinement for three-dimensional geoinclusions under general stress state
  13. Performance Improvement of Ballasted Railway Tracks Using Geocells: Present State of the Art
  14. Piles Subjected to Torsional Cyclic Load: Numerical Analysis
  15. Experimental Investigation and Modeling of Pullout Response of Soil Nails in Cohesionless Medium
  16. Slope stability assessment and design of remedial measures for Tungnath Temple at Uttarakhand, India: a case study
  17. Bioengineering as an Effective and Ecofriendly Soil Slope Stabilization Method: A Review
  18. Evaluation of dynamic response of geosynthetic interfaces
  19. Influence of surface texture on sand-steel interface strength response
  20. Experimental Evaluation of Encased Stone Column Technique for Liquefaction Mitigation
  21. Microstructural investigation on mechanical behavior of soil-geosynthetic interface in direct shear test