1. Seyed Ehsan Seyedi Hosseininia , , Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach , Computers And Geotechnics , Volume ( 100 ) , 2018-4, Pages 15-29
  2. Ali Ahmadi , Seyed Ehsan Seyedi Hosseininia , An experimental investigation on stable arch formation in cohesionless granular materials using developed trapdoor test , Powder Technology , Volume ( 330 ) , 2018-2, Pages 137-146
  3. HAMED GHOLAMI , Seyed Ehsan Seyedi Hosseininia , Bearing Capacity Factors of Ring Footings by Using the Method of Characteristics , Geotechnical and Geological Engineering , Volume ( 35 ) , 2017-9, Pages 2137-2146
  4. omid sargazi mazar biabe , Seyed Ehsan Seyedi Hosseininia , Bearing capacity of ring footings on cohesionless soil under eccentric load , Computers And Geotechnics , Volume ( 92 ) , 2017-8, Pages 169-178
  5. Abdolah Tabaroei , Saeed Abrishami , Seyed Ehsan Seyedi Hosseininia , Comparison between Two Different Pluviation Setups of Sand Specimens , Journal of Materials in Civil Engineering , Volume ( 29 ) , 2017-5, Pages 4017157-4017157
  6. Seyed Ehsan Seyedi Hosseininia , Bearing Capacity Factors of Ring Footings , Iranian Journal of Science and Technology-Transactions of Civil Engineering , Volume ( 40 ) , 2016-5, Pages 121-132
  7. SeyedMohammadJavad Seyedan , Seyed Ehsan Seyedi Hosseininia , Significance of Soil Compaction on Blast Resistant Behavior of Underground Structures: A Parametric Study , Civil Engineering Infrastructures Journal , Volume ( 48 ) , 2015-12, Pages 377-390
  8. Seyed Ehsan Seyedi Hosseininia , A micromechanical study on the stress rotation in granular materials due to fabric evolution , Powder Technology , Volume ( 283 ) , 2015-6, Pages 462-474
  9. Mojtaba Naseri , Seyed Ehsan Seyedi Hosseininia , Elastic settlement of ring foundations , Soils and Foundations , Volume ( 55 ) , 2015-4, Pages 284-295
  10. Seyed Ehsan Seyedi Hosseininia , A comparative numerical study of a geosynthetic-reinforced soil wall using three different constitutive soil models , Iranian Journal of Science and Technology-Transactions of Civil Engineering , Volume ( 39 ) , 2015-2, Pages 125-141
  11. Amin Iraji , Orang Farzaneh , Seyed Ehsan Seyedi Hosseininia , A modification to dense sand dynamic simulation capability of Pastor–Zienkiewicz–Chan model , Acta Geotechnica , Volume ( 9 ) , 2014-1, Pages 343-353
  12. Seyed Ehsan Seyedi Hosseininia , Stress–force–fabric relationship for planar granular materials , Geotechnique , Volume ( 63 ) , 2013-10, Pages 830-841
  13. Seyed Ehsan Seyedi Hosseininia , Discrete element modeling of inherently anisotropic granular assemblies with polygonal particles , Particuology , Volume ( 10 ) , 2012-12, Pages 542-552
  14. Seyed Ehsan Seyedi Hosseininia , Investigating the micromechanical evolutions within inherently anisotropic granular materials using discrete element method , Granular Matter , Volume ( 14 ) , 2012-7, Pages 483-503
  15. Seyed Ehsan Seyedi Hosseininia , Orang Farzaneh , A non-linear two-phase model for reinforced soils , Proceedings of the ICE - Ground Improvement , Volume ( 164 ) , 2011-11, Pages 203-211
  16. Seyed Ehsan Seyedi Hosseininia , Orang Farzaneh , Development and Validation of a Two-Phase Model for Reinforced Soil by Considering Nonlinear Behavior of Matrix , Journal of Engineering Mechanics-ASCE , Volume ( 136 ) , 2010-6, Pages 721-735
  17. Seyed Ehsan Seyedi Hosseininia , Orang Farzaneh , A simplified two-phase macroscopic model for reinforced soils , Geotextiles and Geomembranes , Volume ( 28 ) , 2009-12, Pages 85-92