Ashish Juneja
- The effect of preparation of biocemented sand sample on its strength measured using direct shear tests. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 177, n. 5 (1 Dezember 2024). (2024):
- Load sharing ratios and interaction effects for piled raft foundations in sands. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 176, n. 2 (April 2023). (2023):
- Effect of the Smear Zone around SCP Improved Composite Samples Tested in the Laboratory. In: International Journal of Geomechanics, v. 13, n. 1 (Februar 2013). (2013):
- Consolidation behaviour of double-porosity clay using flexible wall permeameter. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 172, n. 3 (August 2019). (2019):
- Behaviour of clay reinforced by sand compaction pile with smear. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 165, n. 2 (Mai 2012). (2012):
- Post-cyclic undrained response of sand and silt. In: Soil Dynamics and Earthquake Engineering, v. 133 (Juni 2020). (2020):