| Analytical solution and numerical simulation of vacuum consolidation by vertical drains beneath circular embankments B Indraratna, ME Kan, D Potts, C Rujikiatkamjorn, SW Sloan Computers and Geotechnics 80, 83-96, 2016 | 57 | 2016 |
| Simplified mapping rule for bounding surface simulation of complex loading paths in granular materials ME Kan, HA Taiebat, N Khalili International Journal of Geomechanics 14 (2), 239-253, 2014 | 54 | 2014 |
| A bounding surface plasticity model for highly crushable granular materials ME Kan, HA Taiebat Soils and Foundations 54 (6), 1188-1201, 2014 | 50 | 2014 |
| Application of advanced bounding surface plasticity model in static and seismic analyses of Zipingpu Dam ME Kan, HA Taiebat Canadian Geotechnical Journal 53 (3), 455-471, 2015 | 34 | 2015 |
| On implementation of bounding surface plasticity models with no overshooting effect in solving boundary value problems EK Mojtaba, HA Taiebat Computers and Geotechnics 55, 103-116, 2014 | 25 | 2014 |
| Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments M Esfahani Kan, H Taiebat, M Taiebat Canadian Geotechnical Journal, 2016 | 22* | 2016 |
| Finite element analysis of vacuum consolidation with modified compressibility and permeability parameters Y Deng, ME Kan, B Indraratna, R Zhong International Journal of Geosynthetics and Ground Engineering 3, 1-13, 2017 | 4 | 2017 |
| Reliability of simplified methods for evaluation of earthquake-induced displacement in earth and rockfill dams ME Kan, HA Taiebat School of Civil and Environmental Engineering, University of New South Wales …, 2011 | 4 | 2011 |
| On numerical simulation of vertical drains using linear 1-dimensional drain elements ME Kan, B Indraratna, C Rujikiatkamjorn Computers and Geotechnics 132, 103960, 2021 | 3 | 2021 |
| A model for vacuum-assisted soft soil consolidation with PVDs R Zhong, B Indraratna, C Rujikiatkamjorn, ME Kan, P Vincent, G Ryan | 1 | 2017 |
| Seismic deformation analysis of Embankment DAMS: A comparison between simplified and non-linear numerical methods B Ghahreman-Nejad, ME Kan | 1 | 2017 |
| Static and seismic analyses of the Zipingpu dam using an advanced bounding surface plasticity model ME Kan, HA Taiebat Geotechnical and Structural Engineering Congress 2016, 1555-1566, 2016 | 1 | 2016 |
| Corrigendum: Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments ME Kan, HA Taiebat, M Taiebat Canadian Geotechnical Journal 55 (4), 607-607, 2018 | | 2018 |
| Reply to the discussion by Chugh on “Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments” ME Kan, M Taiebat Canadian Geotechnical Journal 55 (4), 603-606, 2018 | | 2018 |
| Seismic Deformation Analysis of Earth and Rockfill Dams M Esfahani Kan The University of New South Wales, Sydney, Australia, 2014 | | 2014 |
| Application of the UNSW bounding surface plasticity model for clays and sands under complex stress paths ME Kan, HA Taiebat | | 2013 |
| A fully coupled non-linear dynamic analysis procedure and its verification using benchmark boundary value problems ME Kan, N Khalili | | |
| Reliability of Simplified Newmark-Type Methods in Performance-based Seismic Design of Embankments ME Kan, HA Taiebat, M Taiebat | | |
| Seismic performance of existing and new embankment dams: the myth of the reliability of simplified Newmark-type methods ME Kan, HA Taiebat, M Taiebat | | |
Mahdi TaiebatProfessor of Civil Engineering, The University of British ColumbiaVerified email at civil.ubc.ca
