| Investigation of key parameters and issues in simulating centrifuge model tests of a sheet-pile wall retaining a liquefiable soil deposit D Basu, R Pretell, J Montgomery, K Ziotopoulou Soil Dynamics and Earthquake Engineering 156, 107243, 2022 | 15 | 2022 |
| A time-domain nonlinear effective-stress non-Masing approach of ground response analysis of Guwahati city, India D Basu, M Boga, A Dey Earthquake Engineering and Engineering Vibration 18, 61-75, 2019 | 15 | 2019 |
| Observations and challenges in simulating post-liquefaction settlements from centrifuge and shake table tests D Basu, J Montgomery, AW Stuedlein Soil Dynamics and Earthquake Engineering 153, 107089, 2022 | 14 | 2022 |
| One-dimensional effective stress non-Masing nonlinear ground response analysis of IIT Guwahati D Basu, A Dey, SS Kumar International Journal of Geotechnical Earthquake Engineering (IJGEE) 8 (1), 1-27, 2017 | 13 | 2017 |
| Comparative 1D ground response analysis of homogeneous sandy stratum using linear, equivalent linear and nonlinear Masing approaches D Basu, A Dey National Seminar on Geotechnics for Infrastructure Development, 2016 | 10 | 2016 |
| 1D Nonlinear ground response analysis of soils in IIT Guwahati and liquefaction potential identification D Basu, A Dey 16th World Conference on Earthquake, 16WCEE, 2017 | 5 | 2017 |
| Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability D Basu, J Montgomery, AW Stuedlein Journal of Geotechnical and Geoenvironmental Engineering 150 (3), 04024001, 2024 | 2 | 2024 |
| Uncertainty in liquefaction-induced settlement in numerical simulations due to model calibration D Basu, J Montgomery, AW Stuedlein Geo-Risk 2023, 296-306, 2023 | 1 | 2023 |
| Liquefaction-induced settlement estimates for a spatially variable deposit using numerical and empirical approaches D Basu, J Montgomery, AW Stuedlein 7th International Symposium on Geotechnical Safety and Risk, 2019 | 1 | 2019 |
| Comparison of post-liquefaction settlements at a liquefaction test site using numerical and empirical methods D Basu, J Montgomery, AW Stuedlein Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | 1 | 2019 |
| Nonlinear 1D Ground Response Analysis of Soil Profile Using Different Procedures D Basu, A Dey Soil Dynamics and Earthquake Geotechnical Engineering: IGC 2016 Volume 3, 31-39, 2019 | 1 | 2019 |
| 1D nonlinear GRA for assessing the liquefaction susceptibility of a typical subsurface profile at Agartala city D Basu, M Boga, C Bhowmik, R Saha, A Dey ICSMGE 2017-19th International Conference on Soil Mechanics and Geotechnical …, 2017 | 1 | 2017 |
| Numerical Framework to Evaluate Liquefaction-Induced Pipe Uplift D Basu, D Wijewickreme | 1 | |
| Influence of ground motion characteristics on liquefaction-induced pipe uplift D Basu, D Wijewickreme Japanese Geotechnical Society Special Publication 10 (22), 838-842, 2024 | | 2024 |
| Numerical Modeling of Liquefaction-induced Settlement due to Reconsolidation D Basu Auburn University, 2021 | | 2021 |
| Nonlinear ground response analysis based on non-Masing rules:A case study of GRA at IIT Guwahati, India D Basu, A Dey Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | | 2019 |
| 1D nonlinear GRA for assessing the liquefaction susceptibility of a typical subsurface profile at Agartala city 1D GRA non-linéaire pour évaluer la susceptibilité de … D Basu, M Boga, C Bhowmik, R Saha, A Dey 19th International Conference on Soil Mechanics and Geotechnical Engineering, 2017 | | 2017 |
| Nonlinear ground response analysis for parametric study of sandy deposit incorporating non-Masing criteria D Basu, A Dey North-East Students Geo-Congress, 2016 | | 2016 |
| Nonlinear 1D Ground Response Analysis of Soil Profile using Different Procedures D Basu, A Dey Indian Geotechnical Conference, 2016 | | 2016 |
Arindam DeyAssociate Professor, IIT Guwahati在 iitg.ernet.in 的电子邮件经过验证
