| SANISAND: Simple anisotropic sand plasticity model M Taiebat, YF Dafalias International Journal for Numerical and Analytical Methods in Geomechanics …, 2008 | 470 | 2008 |
| Site response in a layered liquefiable deposit: evaluation of different numerical tools and methodologies with centrifuge experimental results J Ramirez, AR Barrero, L Chen, S Dashti, A Ghofrani, M Taiebat, ... Journal of Geotechnical and Geoenvironmental Engineering 144 (10), 04018073, 2018 | 198 | 2018 |
| SANISAND-Z: zero elastic range sand plasticity model YF Dafalias, M Taiebat Géotechnique 66 (12), 999-1013, 2016 | 179 | 2016 |
| 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 | 162 | 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 | 142 | 2007 |
| Propagation of seismic waves through liquefied soils M Taiebat, B Jeremić, YF Dafalias, AM Kaynia, Z Cheng Soil Dynamics and Earthquake Engineering 30 (4), 236-257, 2010 | 141 | 2010 |
| Numerical simulation of fully saturated porous materials B Jeremić, Z Cheng, M Taiebat, Y Dafalias International Journal for Numerical and Analytical Methods in Geomechanics …, 2008 | 134 | 2008 |
| International benchmark on numerical simulations for 1D, nonlinear site response (PRENOLIN): Verification phase based on canonical cases J Régnier, LF Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America 106 (5), 2112-2135, 2016 | 130 | 2016 |
| PRENOLIN: International benchmark on 1D nonlinear site‐response analysis—Validation phase exercise J Régnier, L Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America 108 (2), 876-900, 2018 | 124 | 2018 |
| A destructuration theory and its application to SANICLAY model M Taiebat, YF Dafalias, R Peek International Journal for Numerical and Analytical Methods in Geomechanics …, 2010 | 123 | 2010 |
| Bounding surface SANICLAY plasticity model for cyclic clay behavior G Seidalinov, M Taiebat International Journal for Numerical and Analytical Methods in Geomechanics …, 2014 | 111 | 2014 |
| Anatomy of rotational hardening in clay plasticity YF Dafalias, M Taiebat Géotechnique 63 (16), 1406-1418, 2013 | 107 | 2013 |
| SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state M Yang, M Taiebat, YF Dafalias Géotechnique 72 (3), 227-246, 2022 | 84 | 2022 |
| Modeling cyclic shearing of sands in the semifluidized state AR Barrero, M Taiebat, YF Dafalias International Journal for Numerical and Analytical Methods in Geomechanics …, 2020 | 81 | 2020 |
| Effects of layered liquefiable deposits on the seismic response of an underground structure R Chen, M Taiebat, R Wang, JM Zhang Soil Dynamics and Earthquake Engineering 113, 124-135, 2018 | 73 | 2018 |
| Group reduction factors for analysis of laterally loaded pile groups MS Fayyazi, M Taiebat, WDL Finn Canadian geotechnical journal 51 (7), 758-769, 2014 | 69 | 2014 |
| A viscoplastic SANICLAY model for natural soft soils M Rezania, M Taiebat, E Poletti Computers and Geotechnics 73, 128-141, 2016 | 61 | 2016 |
| Rotational hardening with and without anisotropic fabric at critical state YF Dafalias, M Taiebat Géotechnique 64 (6), 507-511, 2014 | 60 | 2014 |
| Application of an anisotropic constitutive model for structured clay to seismic slope stability M Taiebat, AM Kaynia, YF Dafalias Journal of Geotechnical and Geoenvironmental Engineering, 2011 | 59 | 2011 |
| Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands J Duque, M Yang, W Fuentes, D Mašín, M Taiebat Acta Geotechnica, 1-23, 2022 | 50 | 2022 |
