| Design and analysis of retaining wall backfilled with shredded tire and subjected to earthquake shaking S Shrestha, N Ravichandran, M Raveendra, JA Attenhofer Soil Dynamics and Earthquake Engineering 90, 227-239, 2016 | 39 | 2016 |
| Robust design and optimization procedure for piled-raft foundation to support tall wind turbine in clay and sand N Ravichandran, S Shrestha, K Piratla Soils and foundations 58 (3), 744-755, 2018 | 33 | 2018 |
| Geotechnical design and design optimization of a pile-raft foundation for tall onshore wind turbines in multilayered clay S Shrestha, N Ravichandran, P Rahbari International Journal of Geomechanics 18 (2), 04017143, 2018 | 29 | 2018 |
| Design and analysis of foundations for onshore tall wind turbines S Shrestha, N Ravichandran Geo-Chicago 2016, 217-226, 2016 | 27 | 2016 |
| Analysis of the bearing capacity of shallow foundation in unsaturated soil using Monte Carlo simulation N Ravichandran, V Mahmoudabadi, S Shrestha International Journal of Geosciences 8 (10), 1231-1250, 2017 | 17 | 2017 |
| Performance-and cost-based robust design optimization procedure for typical foundations for wind turbine N Ravichandran, S Shrestha International Journal of Geotechnical Engineering, 2018 | 14 | 2018 |
| Performance of retaining wall backfilled with tire aggregate under static and dynamic loading conditions: conventional designs and finite element simulations S Shrestha, N Ravichandran International Journal of Geotechnical Engineering 15 (5), 574-586, 2021 | 9 | 2021 |
| An Effort to Develop a Novel Foundation through Biomimicry Using 3D Finite Element Modeling S Shrestha, N Ravichandran Geo-Congress 2020: Foundations, Soil Improvement, and Erosion, 209-218, 2020 | 7 | 2020 |
| 3D nonlinear finite element analysis of piled-raft foundation for tall wind turbines and its comparison with analytical model S Shrestha, N Ravichandran J Geoeng 14 (4), 259-276, 2019 | 6 | 2019 |
| Design and Optimization of Hybrid Foundation for Tall Wind Turbines and Development of New Foundation Through Biomimicry S Shrestha Clemson University, 2019 | 3 | 2019 |
| Comparison of Settlement Response of Piled-Raft Foundation Subjected to Combined Loads Computed from Finite Element and Analytical Models N Ravichandran, S Shrestha Geo-Congress 2019, 63-73, 2019 | 3 | 2019 |
| Robust geotechnical design of piled-raft foundations for tall onshore wind turbines S Shrestha, N Ravichandran, P Rahbari Geotechnical Frontiers 2017, 204-213, 2017 | 3 | 2017 |
| Development of Innovative Foundation Configuration for Tall Wind Turbines Inspired by Tree Root System S Shrestha, N Ravichandran International Journal of Geomechanics 22 (3), 04021291, 2022 | 2 | 2022 |
| Prospective of Biomimicking Tree Root Anchorage Mechanism to Develop an Innovative Foundation System S Shrestha, S Marathe, N Ravichandran Geo-Congress 2022, 123-133, 2022 | 2 | 2022 |
| Analytical and Numerical Investigation of Effectiveness of Ground Modification around Piled-Raft Foundation for Tall Wind Turbine in Weak Soil N Ravichandran, S Phuyal, S Shrestha Geo-Congress 2020, 2020 | 1 | 2020 |
| Influence of Hydrologic Information on Shallow Foundation Design and Analysis in Arid Climates N Ravichandran, A Mishra, S Shrestha, P Rahbari International Congress and Exhibition" Sustainable Civil Infrastructures …, 2017 | 1 | 2017 |
| Design Optimization of Piled-Raft Foundation for Tall Wind Turbine on Clayey Soil S Shrestha, N Ravichandran, P Rahbari Geo-Risk 2017, 403-412, 2017 | 1 | 2017 |
