| DEM simulation of reverse faulting through sands with the aid of GPU computing M Hazeghian, A Soroush Computers and Geotechnics 66, 253-263, 2015 | 55 | 2015 |
| Numerical modeling of dip-slip faulting through granular soils using DEM M Hazeghian, A Soroush Soil Dynamics and Earthquake Engineering 97, 155-171, 2017 | 44 | 2017 |
| DEM-aided study of shear band formation in dip-slip faulting through granular soils M Hazeghian, A Soroush Computers and Geotechnics 71, 221-236, 2016 | 41 | 2016 |
| DEM simulations to study the effects of the ground surface geometry on dip-slip faulting through granular soils M Hazeghian, A Soroush European Journal of Environmental and Civil Engineering 24 (7), 861-879, 2020 | 21 | 2020 |
| DEM-aided study of Coulomb and Roscoe theories for shear band inclination M Hazeghian, A Soroush Acta Geotechnica 17 (8), 3357-3375, 2022 | 8 | 2022 |
| Three-dimensional Numerical Study of the Effect of Convex Corners on the Displacements Induced by Excavation for Soil-Nailed Walls S Khodaverdian, M Hazeghian, M Mokhtari Amirkabir Journal of Civil Engineering 53 (8), 3279-3298, 2021 | 4 | 2021 |
| Numerical study of pullout capacity of Helical multiple anchors for supporting excavations M Abdoli, H Mehrnahad, M Hazeghian Road 31 (114), 279-290, 2023 | 1 | 2023 |
| A numerical assessment of the horizontal seismic coefficient for soil-nailed walls S Karimi, M Hazeghian, K Barkhordari Sharif Journal of Civil Engineering, 2024 | | 2024 |
| Direct Shear Tests on Soft Clay Reinforced with Single Ordinary Granular Column: Discrete Element-Finite Difference Method M Hazeghian International Journal of Engineering 37 (9), 1790-1799, 2024 | | 2024 |
| Comparing the Behavior of Dense Sandy Soils Inside and Outside the Shear Band in the Direct Shear Test Using the Two-dimensional Discrete Element Method A Javid, M Hazeghian, M Abdoli Amirkabir Journal of Civil Engineering 56 (6), 5-5, 2024 | | 2024 |
| Investigation of the dense granular soil behaviour inside and outside the shear band: a three-dimensional DEM-FDM study M Hazeghian European Journal of Environmental and Civil Engineering, 1-24, 2024 | | 2024 |
| Numerical study of installation effect and inclination angle on the pullout capacity of helical multiple anchors on excavation support M Abdoli, H Mehrnahad, M Hazeghian Road 31 (117), 119-130, 2023 | | 2023 |
| Proposing a Design Method for Soil-Nailed Walls and Comparing it with the Conventional Design Method. M Hazeghian Ferdowsi Civil Engineering 35 (3), 2022 | | 2022 |
| Three-Dimensional Numerical Study of the Tensile Capacity of Helical Multi-Plates Anchors M Hazeghian, M Abdoli, A Javid AUT Journal of Civil Engineering 6 (1), 119-132, 2022 | | 2022 |
| Optimization of nails inclination in slopes stabilized by the soil nailing method M Foroudian, M Hazeghian, K Barkhordari Road 28 (105), 17-28, 2020 | | 2020 |
| The effects of phase difference on tieback retaining walls subjected to seismic loading SM Haeri, M Sasar, M Hazeghian Proceedings of the International Conference on Ground Improvement and Ground …, 2012 | | 2012 |
| THE EFFECTS OF DESIGN PARAMETERS ON THE CRITICAL ACCELERATION AMPLITUDE OF SOIL NAIL WALLS SM Haeri, M Hazeghian, M Sasar | | 2012 |
| Archive of SID. ir M Hazeghian | | |
Abbas SoroushProfessor, Amirkabir University of Technology在 aut.ac.ir 的电子邮件经过验证
