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Mohammad Hazeghian
Mohammad Hazeghian
Assistant Professor of Civil Engineering at Yazd University
Verified email at yazd.ac.ir
Title
Cited by
Cited by
Year
DEM simulation of reverse faulting through sands with the aid of GPU computing
M Hazeghian, A Soroush
Computers and Geotechnics 66, 253-263, 2015
522015
Numerical modeling of dip-slip faulting through granular soils using DEM
M Hazeghian, A Soroush
Soil Dynamics and Earthquake Engineering 97, 155-171, 2017
442017
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
402016
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
192020
DEM-aided study of Coulomb and Roscoe theories for shear band inclination
M Hazeghian, A Soroush
Acta Geotechnica 17 (8), 3357-3375, 2022
72022
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
42021
Numerical study of pullout capacity of Helical multiple anchors for supporting excavations
M Abdoli, H Mehrnahad, M Hazeghian
Road 31 (114), 279-290, 2023
12023
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
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
Direct Shear Tests on Soft Clay Reinforced with Single Ordinary Granular Column: A DEM-FDM Study
M Hazeghian
International Journal of Engineering, 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
2012
THE EFFECTS OF DESIGN PARAMETERS ON THE CRITICAL ACCELERATION AMPLITUDE OF SOIL NAIL WALLS
SM Haeri, M Hazeghian, M Sasar
2012
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