| 3D numerical analyses of geosynthetic encased stone columns L Keykhosropur, A Soroush, R Imam Geotextiles and Geomembranes 35, 61-68, 2012 | 109 | 2012 |
| A critical-state constitutive model for liquefiable sand SMR Imam, NR Morgenstern, PK Robertson, DH Chan Canadian geotechnical journal 42 (3), 830-855, 2005 | 72 | 2005 |
| Yielding and flow liquefaction of loose sand SMR Imam, NR Morgenstern, PK Robertson, DH Chan Soils and Foundations 42 (3), 19-31, 2002 | 59 | 2002 |
| Constitutive modeling of gassy sand behaviour JLH Grozic, SMR Imam, PK Robertson, NR Morgenstern Canadian Geotechnical Journal 42 (3), 812-829, 2005 | 38 | 2005 |
| A reference state curve to define the state of soils over a wide range of pressures and densities Y Javanmardi, SMR Imam, M Pastor, D Manzanal Géotechnique 68 (2), 95-106, 2018 | 30 | 2018 |
| Correlations between compression index and index properties of undisturbed and disturbed Tehran clay D Akbarimehr, A Eslami, R Imam Geotechnical and Geological Engineering 39 (7), 5387-5393, 2021 | 27 | 2021 |
| Using empirical correlations and artificial neural network to estimate compressibility of low plasticity clays D Akbarimehr, A Eslami, E Aflaki, R Imam Arabian Journal of Geosciences 13, 1-11, 2020 | 27 | 2020 |
| Effect of anisotropic yielding on the flow liquefaction of loose sand SMR Imam, DH Chan, PK Robertson, NR Morgenstern Soils and foundations 42 (3), 33-44, 2002 | 19 | 2002 |
| Modeling the constitutive behavior of sand for the analysis of static liquefaction SM Imam | 18 | 1999 |
| Relative density effects on the bearing capacity of unsaturated sand SV Maghvan, R Imam, JS McCartney Soils and Foundations 59 (5), 1280-1291, 2019 | 14 | 2019 |
| Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand K Fakharian, F Kaviani-Hamedani, SMR Imam Canadian Geotechnical Journal 59 (6), 847-862, 2022 | 13 | 2022 |
| Three-dimensional analysis of a concrete-face rockfill dam NM Mahabad, R Imam, Y Javanmardi, H Jalali Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2014 | 13 | 2014 |
| Behavior of sands in constant deviatoric stress loading A Azizi, R Imam, A Soroush, R Zandian Prediction and Simulation Methods Geohazard Mitigation, 319-324, 2009 | 12 | 2009 |
| Using empirical correlations and artificial neural network to estimate compressibility of low plasticity clays. Arab J Geosci 13 (22): 1–11 D Akbarimehr, A Eslami, E Aflaki, R Imam | 10 | 2020 |
| Physical modeling of stone columns in unsaturated soil deposits SV Maghvan, R Imam, JS McCartney Geotechnical Testing Journal 43 (1), 253-274, 2020 | 10 | 2020 |
| Model testing on the effects of section geometry and stiffness on the cyclic lateral behavior of piles in loose sand A Faresghoshooni, SMR Imam, A Mahmoodi International Journal of Civil Engineering 19, 563-581, 2021 | 8 | 2021 |
| Shear strength of unsaturated sand at different relative densities R Imam, SV Maghvan, JS McCartney Seventh International conference on unsaturated soils (UNSAT2018), 2018 | 7 | 2018 |
| A study on the behaviour of a geosynthetic encased stone columns group using 3D numerical analysis L Keyhosropur, A Soroush, R Imam 2011 Pan-Am CGS Geotechnical Conf, 1-7, 2011 | 7 | 2011 |
| Modeling the behavior of sand-fines mixtures using a critical state model D Ghafarian, SMR Imam, M Zarei Soil Dynamics and Earthquake Engineering 139, 106271, 2020 | 4 | 2020 |
| Design and optimization procedure for composite soil nail-anchor walls R Imam, SS Hoseini Japanese Geotechnical Society Special Publication 2 (45), 1597-1601, 2016 | 4 | 2016 |
