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Ehsan Seyedi Hosseininia
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Cited by
Year
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
1022006
Investigating the micromechanical evolutions within inherently anisotropic granular materials using discrete element method
E Seyedi Hosseininia
Granular Matter 14 (4), 483-503, 2012
682012
Discrete element modeling of inherently anisotropic granular assemblies with polygonal particles
ES Hosseininia
Particuology 10 (5), 542-552, 2012
562012
Stress–force–fabric relationship for planar granular materials
E Seyedi Hosseininia
Géotechnique 63 (10), 830-841, 2013
342013
Effect of particle breakage on the behavior of simulated angular particle assemblies
ES Hosseininia, AA Mirghasemi
China Particuology 5 (5), 328-336, 2007
322007
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
282017
Elastic settlement of ring foundations
M Naseri, ES Hosseininia
Soils and Foundations 55 (2), 284-295, 2015
282015
Bearing capacity of ring footings on cohesionless soil under eccentric load
O Sargazi, ES Hosseininia
Computers and Geotechnics 92, 169-178, 2017
252017
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
222018
Bearing capacity factors of ring footings by using the method of characteristics
H Gholami, ES Hosseininia
Geotechnical and Geological Engineering 35 (5), 2137-2146, 2017
192017
Bearing capacity factors of ring footings
E Seyedi Hosseininia
Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2016
192016
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
182014
Development and validation of a two-phase model for reinforced soil by considering nonlinear behavior of matrix
ES Hosseininia, A ASCE, O Farzaneh
JOURNAL OF ENGINEERING MECHANICS© ASCE, 721, 2010
162010
A simplified two-phase macroscopic model for reinforced soils
ES Hosseininia, O Farzaneh
Geotextiles and Geomembranes 28 (1), 85-92, 2010
162010
A micromechanical study on the stress rotation in granular materials due to fabric evolution
ES Hosseininia
Powder Technology 283, 462-474, 2015
152015
Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach
ES Hosseininia, A Ashjaee
Computers and Geotechnics 100, 15-29, 2018
142018
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
102015
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
102013
Investigating the practical conditions to utilize brick stair wall method as a supporting structure in urban excavation
M Beizaei, ES Hosseininia, A Morovatdar
Geo-Congress 2020: Engineering, Monitoring, and Management of Geotechnical …, 2020
82020
A numerical investigation on the performance of the brick stair wall as a supporting structure by considering adjacent building
M Beyzaei, ES Hosseininia
KSCE journal of civil engineering 23 (4), 1513-1521, 2019
82019
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