Snehasis Tripathy
- Comparative settlement response of soft clays reinforced with granular columns under widespread loads. In: Proceedings of the Institution of Civil Engineers - Ground Improvement. :
- Microstructurally Related Model for Predicting Behavior of Unsaturated Soils with Double Porosity in Triaxial Space. In: International Journal of Geomechanics, v. 22, n. 12 (December 2022). (2022):
- Dry-air technology for stabilising weak deposits. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 177, n. 3 (June 2024). (2024):
- Behaviour of normally consolidated clay containing isolated solid inclusions. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 171, n. 4 (August 2018). (2018):