Sanjay Nimbalkar 
- (2023): Permeability and Cracking of Compacted Clay Liner Improved by Nano-SiO2 and Sisal Fiber. In: KSCE Journal of Civil Engineering, v. 27, n. 12 (Oktober 2023).
- (2023): Novel sustainable base material for concrete slab track. In: Construction and Building Materials, v. 366 (Februar 2023).
- (2013): Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 139, n. 5 (Mai 2013).
- (2022): Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach. In: International Journal of Geomechanics, v. 22, n. 12 (Dezember 2022).
- (2022): Novel Open Trench Techniques in Mitigating Ground-Borne Vibrations due to Traffic under a Wide Range of Ground Conditions. In: International Journal of Geomechanics, v. 22, n. 6 (Juni 2022).
- (2023): Time-dependent evolution in bearing capacity of driven piles in clays combining installation, consolidation and subsequent loading. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 176, n. 4 (August 2023).
- (2017): Numerical Solution of Single Pile Subjected to Torsional Cyclic Load. In: International Journal of Geomechanics, v. 17, n. 8 (August 2017).
- (2018): Seismic Active Thrust on Rigid Retaining Wall Using Strain Dependent Dynamic Properties. In: International Journal of Geomechanics, v. 18, n. 12 (Dezember 2018).
- (2019): Three-Dimensional Slope Stability Analysis Incorporating Coupled Effects of Pile Reinforcement and Reservoir Drawdown. In: International Journal of Geomechanics, v. 19, n. 4 (April 2019).
- (2019): Stress-fractional soil model with reduced elastic region. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019).
- (2014): Performance assessment of reinforced ballasted rail track. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 167, n. 1 (Februar 2014).
- (2020): Strength and Deformation Characteristics of Calcareous Sands Improved by PFA. In: KSCE Journal of Civil Engineering, v. 25, n. 1 (Oktober 2020).
- (2019): Three-dimensional limit analysis of slopes reinforced with piles in soils exhibiting heterogeneity and anisotropy in cohesion. In: Soil Dynamics and Earthquake Engineering, v. 121 (Juni 2019).
- (2007): Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 6 (Juni 2007).
- (2007): Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 3 (März 2007).
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