J. S. Vinod
- Effect of confining pressure and frequency on the deformation of ballast. Dans: Géotechnique, v. 63, n. 9 (juillet 2013). (2013):
- Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations. Dans: Géotechnique, v. 59, n. 9 (novembre 2009). (2009):
- Effect of tyre crumbs on the stability of sand under constant shear drained stress. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 177, n. 3 (août 2024). (2024):
- Behavior of Fresh and Fouled Railway Ballast Subjected to Direct Shear Testing: Discrete Element Simulation. Dans: International Journal of Geomechanics, v. 14, n. 1 (février 2014). (2014):
- Constitutive Model for Sand–Tire Chip Mixture. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016). (2016):
- Shear strength and dilatancy behaviour of sand–tyre chip mixtures. Dans: Soils and Foundations, v. 55, n. 3 (juin 2015). (2015):
- Stabilisation of an erodible soil using a chemical admixture. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 163, n. 1 (février 2010). (2010):
- Shear and Compressibility Behavior of Sand–Tire Crumb Mixtures. Dans: Journal of Materials in Civil Engineering (ASCE), v. 25, n. 10 (octobre 2013). (2013):