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Ehsan Seyedi Hosseininia
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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
1312006
Investigating the micromechanical evolutions within inherently anisotropic granular materials using discrete element method
E Seyedi Hosseininia
Granular Matter 14 (4), 483-503, 2012
942012
Discrete element modeling of inherently anisotropic granular assemblies with polygonal particles
ES Hosseininia
Particuology 10 (5), 542-552, 2012
782012
Bearing capacity of ring footings on cohesionless soil under eccentric load
O Sargazi, ES Hosseininia
Computers and Geotechnics 92, 169-178, 2017
522017
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
492017
Stress–force–fabric relationship for planar granular materials
E Seyedi Hosseininia
Géotechnique 63 (10), 830-841, 2013
472013
Effect of particle breakage on the behavior of simulated angular particle assemblies
ES Hosseininia, AA Mirghasemi
China Particuology 5 (5), 328-336, 2007
462007
Elastic settlement of ring foundations
M Naseri, ES Hosseininia
Soils and Foundations 55 (2), 284-295, 2015
402015
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
372018
Bearing capacity factors of ring footings by using the method of characteristics
H Gholami, ES Hosseininia
Geotechnical and Geological Engineering 35, 2137-2146, 2017
312017
Bearing capacity factors of ring footings
E Seyedi Hosseininia
Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2016
312016
Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach
ES Hosseininia, A Ashjaee
Computers and Geotechnics 100, 15-29, 2018
262018
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
262014
A micromechanical study on the stress rotation in granular materials due to fabric evolution
ES Hosseininia
Powder Technology 283, 462-474, 2015
252015
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
202019
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
182010
Particulate modeling of sand production using coupled DEM-LBM
S Honari, E Seyedi Hosseininia
Energies 14 (4), 906, 2021
172021
A simplified two-phase macroscopic model for reinforced soils
ES Hosseininia, O Farzaneh
Geotextiles and Geomembranes 28 (1), 85-92, 2010
172010
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
152013
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
122015
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