| Pore scale study of permeability and tortuosity for flow through particulate media using Lattice Boltzmann method A Ghassemi, A Pak International Journal for Numerical and Analytical Methods in Geomechanics …, 2011 | 133 | 2011 |
| Numerical study of factors influencing relative permeabilities of two immiscible fluids flowing through porous media using lattice Boltzmann method A Ghassemi, A Pak Journal of Petroleum Science and Engineering 77 (1), 135-145, 2011 | 95 | 2011 |
| Numerical study of the coupled hydro-mechanical effects in dynamic compaction of saturated granular soils A Ghassemi, A Pak, H Shahir Computers and Geotechnics 37 (1-2), 10-24, 2010 | 85 | 2010 |
| Employing a variable permeability model in numerical simulation of saturated sand behavior under earthquake loading H Shahir, B Mohammadi-Haji, A Ghassemi Computers and Geotechnics 55, 211-223, 2014 | 54 | 2014 |
| Numerical simulation of sand production experiment using a coupled Lattice Boltzmann–Discrete Element Method A Ghassemi, A Pak Journal of Petroleum Science and Engineering 135, 218-231, 2015 | 39 | 2015 |
| Behavior of dry and saturated soils under impact load during dynamic compaction A Pak, H Shahir, A Ghassemi Proceedings of the 16th international conference on soil mechanics and …, 2005 | 32 | 2005 |
| Validity of Menard relation in dynamic compaction operations A Ghassemi, A Pak, H Shahir Proceedings of the Institution of Civil Engineers-Ground Improvement 162 (1 …, 2009 | 20 | 2009 |
| A numerical tool for design of dynamic compaction treatment in dry and moist sands A Ghassemi, A Pak, H Shahir Iran J. Sci. Technol. T. Civil Eng 33 (4), 313-326, 2009 | 16 | 2009 |
| Numerical investigation into the effects of geometrical and loading parameters on lateral spreading behavior of liquefied layer A Pak, S Seyfi, A Ghassemi Acta Geotechnica, 1-13, 2013 | 6 | 2013 |
| Numerical modeling of dynamic compaction of dry and saturated soils A Ghassemi M. Sc. Tthesis, 2004 | 5 | 2004 |
| Discrete Element Modeling of Dynamic Compaction with Different Tamping Condition A Ghassemi, SS Shahebrahimi Civil Engineering Infrastructures Journal 53 (1), 173-188, 2020 | 3 | 2020 |
| Numerical modelling of dynamic compaction in dry sandy soils for determination of effective print spacing G Jahangiri, A Pak, A Ghassemi JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS 1 (1), 27-35, 2011 | 3 | 2011 |
| Development of Fragility Curves for Soil Embankment Slopes due to Future Extreme Rainfall Events L Baninajarian, R Bashir, A Ghassemi, A DeSira, T Sangiuliano 73th Canadian Geotechnical Conference, Calgary, Alberta., 2020 | 2 | 2020 |
| A novel numerical method for determination of print spacing in dynamic compaction operation of dry sand G Jahangiri, A Pak, A Ghassemi 4thInternational Conference on Geotechnical Engineering and Soil Mechanics, 2010 | 2 | 2010 |
| Evaluation of variable permeability model in simulation of seismic behavior of uniform level and gently sloping sand layers A Ghassemi, S Seyfi, H Shahir Earth Sciences Research Journal 24 (3), 335-343, 2020 | 1 | 2020 |
| Void Ratio Constitutive Relationship for Expansive Soils Based on Single Stress State Variable Framework A Ghassemi A., S Seyfi, R Bashir 75nd Canadian Geotechnical Society Annual Conference, Calgary, Alberta, Canada, 2022 | | 2022 |
| Prediction of Expansive Soil Volumetric Change Behavior subject to Long-term Climate Data S Seyfi, A Ghassemi, R Bashir 75nd Canadian Geotechnical Society Annual Conference, Calgary, Alberta, Canada, 2022 | | 2022 |
| Evaluation of the effects of initial soil moisture conditions on the stability of slope under extreme events considering climate change L Baninajarian, R Bashir, A Ghassemi, T Sangiuliano, A DeSira 74nd Canadian Geotechnical Conference, Niagara Falls, Ontario, Canada, 2021 | | 2021 |
| Evaluation of the accuracy of the cubic law for flow through fractures using Lattice Boltzmann method A Ghassemi, J Abbaszadeh, A Pak Soils and Rocks 43 (4), 2020 | | 2020 |
| Assessment of Local Factor of Safety Field for Variably Saturated Embankments due to Climate Change Using In-Situ Stress Finite Element Analysis F Bagheri, P Eng, A Ghassemi, R Bashir | | 2020 |
Ali PakSharif University of TechnologyVerified email at sharif.edu
