| Buckling analysis of pile foundation in liquefiable soil deposit with sandwiched non-liquefiable layer PM Huded, SR Dash, S Bhattacharya Soil Dynamics and Earthquake Engineering 154, 107133, 2022 | 9 | 2022 |
| Probabilistic Seismic Hazard Assessment at Bedrock Level Using a Logic Tree Approach: A Case Study for Odisha, an Eastern State of India PM Huded, SR Dash Pure and Applied Geophysics 179 (2), 527-549, 2022 | 2 | 2022 |
| Scaling factor for generating PY curves for liquefied soil from its stress-strain behavior SR Dash, S Bhattacharya, P Huded Advances in Numerical Methods in Geotechnical Engineering: Proceedings of …, 2019 | 2 | 2019 |
| Influence of py curves on Buckling Capacity of Pile Foundation P Huded, SR Dash International Journal of Geotechnical and Geological Engineering 15 (8), 238-242, 2021 | 1 | 2021 |
| Seismic Wave Propagation in Layered Liquefiable Soils PM Huded, SR Dash Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume …, 2020 | 1 | 2020 |
| Seismicity of Odisha (an Eastern State of Indian Peninsula): A Comprehensive Deterministic Seismic Hazard Study P Huded, R Dash Suresh | 1 | 2019 |
| Pile foundation in alternate layered liquefiable and non-liquefiable soil deposits subjected to earthquake loading PM Huded, SR Dash Earthquake Engineering and Engineering Vibration 23 (2), 359-376, 2024 | | 2024 |
| Response of Pile Foundation in alternate Liquefying and Non-Liquefying Layers in SpreadingGround P Huded, SR Dash International Symposium on Geotechnics of Transportation Infrastructure, 295-301, 2018 | | 2018 |
Dr Suresh R DashAssistant Professor in Civil Engineering, IIT BhubaneswarVerified email at iitbbs.ac.in
