Nandi, B., and Das, S*. (2023). Identify most promising temporal scour depth formula for circular piers proposed over last six decades. Ocean Engineering, 286, 115639. https://doi.org/10.1016/j.oceaneng.2023.115639.

Nandi, B., and Das, S*. (2024). Equation for localized time-dependent scour at pier-like structures with eccentric inline arrangements. In Proceedings of the Institution of Civil Engineers-Water Management, 177(6), 361–374. Emerald Publishing Limited. https://doi.org/10.1680/jwama.23.00006.

Nandi, B., Patel, G., Das, S*., 2024. Prediction of maximum scour depth at clear water conditions: Multivariate and robust comparative analysis between empirical equations and machine learning approaches using extensive reference metadata. Journal of Environmental Management. 354, 120349. https://doi.org/10.1016/j.jenvman.2024.120349.

Nandi, B., and Das, S*. (2025). Predicting Max Scour Depths near Two-Pier Groups Using Ensemble Machine-Learning Models and Visualizing Feature Importance with Partial Dependence Plots and SHAP. Journal of Computing in Civil Engineering, 39(2), 04025007. https://doi.org/10.1061/JCCEE5/CPENG-6150.

Nandi, B*., and Das, S. (2025). Developing new equations for maximum scour depth near tandem, side-by-side, and eccentric piers. Canadian Journal of Civil Engineering, 52(6), 1030-1044, https://doi.org/10.1139/cjce-2024-0373.

Mondal, S., Nandi, B*., and Das, S. (2025). Identifying optimal technique of reducing dimensionality of scour influencing hydraulic parameters applying SWOT analysis. Expert Systems with Applications, 272, 126829. https://doi.org/10.1016/j.eswa.2025.126829.

Nandi, B*., Das, S. (2025). Maximum scour depth estimation around side-by-side piers due to spacing effects for sustainable hydraulic infrastructure design. Next Sustainability, 5, 100134.

Nandi, B*., Das, S. (2025). A novel formula to determine the time to achieve quasi-equilibrium scour around a circular pier. ISH Journal of Hydraulic Engineering, 31(4), 624-639.

Nandi, B., Patel, G., Das, S*. (2025). Machine learning prediction of flow-induced scour depth around isolated pier comparing stand-alone and ensemble models. Engineering Applications of Artificial Intelligence, 156 (Part C), 111318.

Nandi, B., Das, S*. (2025). Prediction of Maximum Scour Around Circular Bridge Piers Using Semi-Empirical and Machine Learning Models. Water. 17(17), 2610. https://doi.org/10.3390/w17172610.

Sultana, T., Nandi, B*., Das, S. (2025). A Systematic Review of Collar-based Scour Countermeasures for Bridge Piers. Archives of Computational Methods in Engineering. 33, 2229-2252, https://doi.org/10.1007/s11831-025-10362-0.

Ali, P., Nandi, B*., Das, S. (2025). Experimental study of temporal scour around circular piers with bed-fixed circular collars under clearwater conditions: a predictive modelling. Ocean Engineering. 342 (Part 2), 122974. https://doi.org/10.1016/j.oceaneng.2025.122974.

Sultana, T., Nandi, B*., Das, S. (2025). Experimental evaluation of scour reduction around oblong collar pier structure: an integrative approach. Measurement, 258 (Part B), 119241 https://doi.org/10.1016/j.measurement.2025.119241.

Laha, S., Nandi, B., and Das, S*. 2026. Identification of Safe Distance between Eccentric Bridge Piers to Minimize Scour by Considering Mutual Interference and Morphology. Journal of Irrigation & Drainage Engineering, 152(4), https://doi.org/10.1061/JIDEDH.IRENG-10656.

Nandi, M., Nandi, B., Das, S*., Banerjee, G., Mazumdar, A. 2026 Comprehensive scientometric analysis of worldwide river sediment pollution: detection methods and effective remediation strategies. Environmental Monitoring Assessment, 198, 811. https://doi.org/10.1007/s10661-026-15635-0.