علی اصغر میرقاسمی

1. Discrete Element Method Study of Micro–Macro Mechanical Behavior of Unsaturated Granular Soils

Salehinik Mohammad، Mirghasemi Ali Asghar (2025)., Transportation Infrastructure Geotechnology, 12(3).

2. Undrained Biaxial Simulation of Breakable Particles Using DEM-XFEM Coupling

Alipour Eskandani Amirali، Mirghasemi Ali Asghar، Mohammadi Tochaei Soheil، Raisianzadeh Javad (2024)., Geotechnical and Geological Engineering, 43(1).

3. Fragility curves evaluation of cemented material dam (CMD) utilizing incremental dynamic analysis

Ayati Ahmadi Alireza، Noorzad Ali، Mohammadnezhad Hamid، Mirghasemi Ali Asghar (2024)., Innovative Infrastructure Solutions, 9(11).

1. Numerical simulation of creep behavior of clay using discrete element method

Shahabi Hossein، Mirghasemi Ali Asghar، Khabazian Moein (2024)., POWDER TECHNOLOGY, 432(119121), 119121.

3. DEM-XFEM Study of Particle Shape Effect on Particle Breakage of Granular Materials

Seyyedan Seyyed Mahdi، Mirghasemi Ali Asghar، Mohammadi Tochaei Soheil (2023)., Geotechnical and Geological Engineering, 41(5), 3137 - 3115.

4. Macro-micro mechanical study of principal stress rotation in granular materials using DEM simulations of hollow cylinder test

Khakpour Mehran، Mirghasemi Ali Asghar (2023)., POWDER TECHNOLOGY, 425(1), 118580.

5. Seismic Fragility of Rockfill Dams with Asphaltic Concrete Core

Ayati Ahmadi Alireza، Noorzad Ali، Mohammad Nezhad Hamid، Mirghasemi Ali Asghar (2023)., Iranian Journal of Science and Technology-Transactions of Civil Engineering, 47(3), 1585–1598.

2. DEM Study of Shear Band Formation in Granular Materials under True Triaxial Test Conditions

H. Hadi Ahmad، Mirghasemi Ali Asghar (2022)., Civil Engineering Infrastructures Journal-CEIJ, 55(2), 373-394.

1. Use of CFD-DEM to evaluate the effect of intermediate stress ratio on the undrained behaviour of granular materials

Foroutan Talat، Mirghasemi Ali Asghar (2022)., ADVANCED POWDER TECHNOLOGY, 33(3), 103507.

2. Discrete-element simulation of drying effect on the volume and equivalent effective stress of kaolinite

Khabazian Moein، Mirghasemi Ali Asghar، Bayesteh Hamed (2022)., GEOTECHNIQUE, 72(2), 95-107.

4. Numerical simulation of direct shear test on granular materials composed of breakable angular particles: A DEM-XFEM approach

Seyyedan Seyyed mahdi، Mirghasemi Ali Asghar، Mohammadi Tochaei Soheil (2021)., POWDER TECHNOLOGY, 391(391), 450-466.

5. Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM)

Danesh Akbar، Mirghasemi Ali Asghar، Palassi Massoud (2020)., Transportation Geotechnics, 23(100357), 100357.