| Evaluation of variation of permeability in liquefiable soil under earthquake loading H Shahir, A Pak, M Taiebat, B Jeremić Computers and Geotechnics 40, 74-88, 2012 | 166 | 2012 |
| Study of pore pressure variation during liquefaction using two constitutive models for sand M Taiebat, H Shahir, A Pak Soil Dynamics and Earthquake Engineering 27 (1), 60-72, 2007 | 144 | 2007 |
| Estimating liquefaction-induced settlement of shallow foundations by numerical approach H Shahir, A Pak Computers and Geotechnics 37 (3), 267-279, 2010 | 106 | 2010 |
| 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 | 88 | 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 | 61 | 2014 |
| A performance-based approach for design of ground densification to mitigate liquefaction H Shahir, A Pak, P Ayoubi Soil Dynamics and Earthquake Engineering 90, 381-394, 2016 | 45 | 2016 |
| 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 |
| Numerical investigation of anchored soldier pile wall performance in the presence of surcharge F Rashidi, H Shahir International Journal of Geotechnical Engineering 13 (2), 162-171, 2019 | 31 | 2019 |
| 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 | 21 | 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 | 17 | 2009 |
| A numerical approach for one dimensional thermal consolidation of clays E Lotfi, S Delfan, A Hamidi, H Shahir, G Fardi International Journal of Civil Engineering 12 (1), 80-87, 2014 | 12 | 2014 |
| Analytical solution for active earth pressure of c–φ soil considering arching effect K Ghaffari Irdmoosa, H Shahir Geomechanics and Geoengineering 14 (2), 71-84, 2019 | 11 | 2019 |
| Dynamic analysis of saturated porous media for numerical simulation of liquefaction H Shahir M. Sc. Thesis, Department of Civil Engineering, Sharif University of …, 2001 | 11 | 2001 |
| Investigation of liquefaction‐induced lateral spreading of gently sloping grounds using a variable permeability model M Malekmakan, H Shahir, P Ayoubi International Journal for Numerical and Analytical Methods in Geomechanics …, 2021 | 9 | 2021 |
| Determination of apparent earth pressure diagram for anchored walls in c–φ soil with surcharge SP Alavinezhad, H Shahir World Journal of Engineering, 2020 | 8 | 2020 |
| Investigation of mechanical and durability properties of concrete made with a mixture of waste foundry sand and domestic treated wastewater G Asadollahfardi, M Tayebi Jebeli, A Abbasi Khalil, H Shahir Australian Journal of Civil Engineering 21 (1), 98-115, 2023 | 6 | 2023 |
| Centrifuge study of the mechanisms of rubble mounds sinking into soft clay seabeds in the construction stage M Haghparast, H Shahir, A Ghalandarzadeh Ocean Engineering, 2020 | 6 | 2020 |
| Comparative study of anchored wall performance with two facing designs F Rashidi, H Shahir, H Arefizadeh Civil Engineering Infrastructures Journal 52 (1), 23-40, 2019 | 5 | 2019 |
| ANALYTICAL SOLUTION FOR PASSIVE EARTH PRESSURE OF c-ϕ SOIL USING PRINCIPAL STRESS ROTATION ASSUMPTION. KG Irdmoosa, H Shahir Journal of GeoEngineering 14 (1), 2019 | 5 | 2019 |
| Dynamic analysis of saturated porous medium to numerical modeling of liquefaction H Shahir M. Sc. Thesis, 2002 | 5 | 2002 |
Ali GhassemiGeotechnical Engineering SpecialistVerified email at yorku.ca
