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Mohammad Hazeghian

Observed names: Hazeghian M, Hazeghian, Mohammad, M. Hazeghian
Institution: Yazd University
ORCID: 0000-0002-0841-0122
Observed ORCID: 0000-0002-0841-0122
OpenAlex ID: A5046321121
DEM simulation of reverse faulting through sands with the aid of GPU computing
2015 · Mohammad Hazeghian, Abbas Soroush · Computers and Geotechnics · 57
DEM-aided study of shear band formation in dip-slip faulting through granular soils
2015 · Mohammad Hazeghian, Abbas Soroush · Computers and Geotechnics · 45
Numerical modeling of dip-slip faulting through granular soils using DEM
2017 · Mohammad Hazeghian, Abbas Soroush · Soil Dynamics and Earthquake Engineering · 39
DEM simulations to study the effects of the ground surface geometry on dip-slip faulting through granular soils
2018 · Mohammad Hazeghian, Abbas Soroush · European Journal of Environmental and Civil engineering · 20
DEM-aided study of Coulomb and Roscoe theories for shear band inclination
2022 · Mohammad Hazeghian, Abbas Soroush · Acta Geotechnica · 19
Machine Learning-Based Prediction of Allowable Bearing Capacity for Deep Mat Foundations: A Comprehensive 3D Numerical Study
2026 · M. Hazeghian · International Journal of Engineering · 1
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Soil arching in granular slopes_Data
2026 · Hazeghian, Mohammad · Zenodo (CERN European Organization for Nuclear Research)
Soil arching in granular slopes_Data
2026 · Hazeghian, Mohammad · Zenodo (CERN European Organization for Nuclear Research)
Soil arching in granular slopes
2026 · Hazeghian, Mohammad · Mendeley Data
Comparing Different Construction Methods of Concrete Arch Pre-supported System for Double-Deck Subway Stations (Case Study: Isfahan L2-1 Station)
2025 · Farhad Ghatreh Samani, Mohammad Hazeghian, et al. · Iranian Journal of Science and Technology Transactions of Civil Engineering
Investigation of the dense granular soil behaviour inside and outside the shear band: a three-dimensional DEM-FDM study
2024 · Mohammad Hazeghian · European Journal of Environmental and Civil engineering
Direct Shear Tests on Soft Clay Reinforced with Single Ordinary Granular Column: Discrete Element-Finite Difference Method
2024 · M. Hazeghian · International Journal of Engineering
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The Effects of Design Parameters on the Critical Acceleration Amplitude of Soil Nail Walls
2012 · Haeri S. M, Hazeghian M, et al. · International Conference on Ground Improvement and Ground Control (ICGI)
The Effects of Phase Difference on Tieback Retaining Walls Subjected to Seismic Loading
2012 · Haeri S. M, Sasar M, et al. · International Conference on Ground Improvement and Ground Control (ICGI)
Works count: 14
Citation count: 181
H-index: 5
I10-index: 5
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