| 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 | 122 | 2006 |
| Investigating the micromechanical evolutions within inherently anisotropic granular materials using discrete element method E Seyedi Hosseininia Granular Matter 14 (4), 483-503, 2012 | 85 | 2012 |
| Discrete element modeling of inherently anisotropic granular assemblies with polygonal particles ES Hosseininia Particuology 10 (5), 542-552, 2012 | 70 | 2012 |
| Comparison between two different pluviation setups of sand specimens A Tabaroei, S Abrishami, ES Hosseininia Journal of Materials in Civil Engineering 29 (10), 04017157, 2017 | 46 | 2017 |
| Bearing capacity of ring footings on cohesionless soil under eccentric load O Sargazi, ES Hosseininia Computers and Geotechnics 92, 169-178, 2017 | 45 | 2017 |
| Stress–force–fabric relationship for planar granular materials E Seyedi Hosseininia Géotechnique 63 (10), 830-841, 2013 | 42 | 2013 |
| Effect of particle breakage on the behavior of simulated angular particle assemblies ES Hosseininia, AA Mirghasemi China Particuology 5 (5), 328-336, 2007 | 41 | 2007 |
| Elastic settlement of ring foundations M Naseri, ES Hosseininia Soils and Foundations 55 (2), 284-295, 2015 | 39 | 2015 |
| An experimental investigation on stable arch formation in cohesionless granular materials using developed trapdoor test A Ahmadi, ES Hosseininia Powder technology 330, 137-146, 2018 | 33 | 2018 |
| Bearing capacity factors of ring footings E Seyedi Hosseininia Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2016 | 29 | 2016 |
| Bearing capacity factors of ring footings by using the method of characteristics H Gholami, ES Hosseininia Geotechnical and Geological Engineering 35, 2137-2146, 2017 | 28 | 2017 |
| A modification to dense sand dynamic simulation capability of Pastor–Zienkiewicz–Chan model A Iraji, O Farzaneh, ES Hosseininia Acta Geotechnica 9 (2), 343-353, 2014 | 25 | 2014 |
| Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach ES Hosseininia, A Ashjaee Computers and Geotechnics 100, 15-29, 2018 | 23 | 2018 |
| A micromechanical study on the stress rotation in granular materials due to fabric evolution ES Hosseininia Powder technology 283, 462-474, 2015 | 20 | 2015 |
| Experimental investigation on the behavior of fine-grained soils containing waste rubber tires under repeated and static loading using direct shear apparatus MK Tabrizi, S Abrishami, ES Hosseininia, S Sharifi, S Ghorbani Construction and Building Materials 223, 106-119, 2019 | 18 | 2019 |
| Development and validation of a two-phase model for reinforced soil by considering nonlinear behavior of matrix E Seyedi Hosseininia, O Farzaneh Journal of Engineering Mechanics 136 (6), 721-735, 2010 | 18 | 2010 |
| A simplified two-phase macroscopic model for reinforced soils ES Hosseininia, O Farzaneh Geotextiles and Geomembranes 28 (1), 85-92, 2010 | 17 | 2010 |
| Mechanical behavior modeling of sand-rubber chips mixtures using discrete element method (DEM) DR Eidgahee, ES Hosseininia AIP Conference Proceedings 1542 (1), 269-272, 2013 | 15 | 2013 |
| Particulate modeling of sand production using coupled DEM-LBM S Honari, E Seyedi Hosseininia Energies 14 (4), 906, 2021 | 14 | 2021 |
| Significance of soil compaction on blast resistant behavior of underground structures: a parametric study MJ Seyedan, E Seyedi Hosseininia Civil Engineering Infrastructures Journal 48 (2), 359-372, 2015 | 12 | 2015 |
Ali Asghar MirghasemiProfessor of School of Civil Engineering, University of TehranAdresse e-mail validée de ut.ac.ir
