| Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles AA Mirghasemi, L Rothenburg, EL Matyas Geotechnique 52 (3), 209-217, 2002 | 196 | 2002 |
| Numerical and experimental direct shear tests for coarse-grained soils A Bagherzadeh-Khalkhali, AA Mirghasemi Particuology 7 (1), 83-91, 2009 | 184 | 2009 |
| Numerical simulation of breakage of two-dimensional polygon-shaped particles using discrete element method ES Hosseininia, AA Mirghasemi Powder Technology 166 (2), 100-112, 2006 | 133 | 2006 |
| Numerical simulation of particle breakage of angular particles using combined DEM and FEM AB Kh, AA Mirghasemi, S Mohammadi Powder Technology 205 (1-3), 15-29, 2011 | 118 | 2011 |
| Numerical simulations of assemblies of two-dimensional polygon-shaped particles and effects of confining pressure on shear strength AA Mirghasemi, L Rothenburg, EL Matyas Soils and Foundations 37 (3), 43-52, 1997 | 93 | 1997 |
| Numerical simulation of 3D semi-real-shaped granular particle assembly MMM Shamsi, AA Mirghasemi Powder technology 221, 431-446, 2012 | 76 | 2012 |
| Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM) A Danesh, AA Mirghasemi, M Palassi Transportation Geotechnics 23, 100357, 2020 | 68 | 2020 |
| Evaluating the influence of ballast degradation on its shear behaviour A Danesh, M Palassi, AA Mirghasemi International Journal of Rail Transportation 6 (3), 145-162, 2018 | 63 | 2018 |
| Particle shape consideration in numerical simulation of assemblies of irregularly shaped particles S Abedi, AA Mirghasemi Particuology 9 (4), 387-397, 2011 | 62 | 2011 |
| Numerical simulation of porosity and tortuosity effect on the permeability in clay: microstructural approach H Bayesteh, AA Mirghasemi Soils and Foundations 55 (5), 1158-1170, 2015 | 58 | 2015 |
| Seismic analysis of the Garmrood embankment dam with asphaltic concrete core S Feizi-Khankandi, A Ghalandarzadeh, AA Mirghasemi, K Hoeg Soils and Foundations 49 (2), 153-166, 2009 | 58 | 2009 |
| Effect of sand and clay fouling on the shear strength of railway ballast for different ballast gradations A Danesh, M Palassi, AA Mirghasemi Granular Matter 20, 1-14, 2018 | 56 | 2018 |
| Cyclic triaxial tests on asphalt concrete as a water barrier for embankment dams S Feizi-Khankandi, AA Mirghasemi, A Ghalandarzadeh, K Hoeg Soils and foundations 48 (3), 319-332, 2008 | 55 | 2008 |
| Micromechanics of breakage in sharp-edge particles using combined DEM and FEM A Bagherzadeh-Khalkhali, AA Mirghasemi, S Mohammadi Particuology 6 (5), 347-361, 2008 | 51 | 2008 |
| Effect of particle breakage on the behavior of simulated angular particle assemblies ES Hosseininia, AA Mirghasemi China Particuology 5 (5), 328-336, 2007 | 47 | 2007 |
| Numerical simulation of pore fluid characteristic effect on the volume change behavior of montmorillonite clays H Bayesteh, AA Mirghasemi Computers and Geotechnics 48, 146-155, 2013 | 41 | 2013 |
| 2D simulation of breakage of angular particles using combined DEM and XFEM J Raisianzadeh, AA Mirghasemi, S Mohammadi Powder Technology 336, 282-297, 2018 | 40 | 2018 |
| Modeling of the permanent deformation characteristics of SMA mixtures using discrete element method M Fakhri, PT Kheiry, AA Mirghasemi Road Materials and Pavement Design 13 (1), 67-84, 2012 | 35 | 2012 |
| CFD-DEM model to assess stress-induced anisotropy in undrained granular material T Foroutan, AA Mirghasemi Computers and Geotechnics 119, 103318, 2020 | 31 | 2020 |
| Numerical simulation of direct shear test on granular materials composed of breakable angular particles: A DEM-XFEM approach SM Seyyedan, AA Mirghasemi, S Mohammadi Powder Technology 391, 450-466, 2021 | 30 | 2021 |
