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Mahdi Taiebat
Mahdi Taiebat
Professor of Civil Engineering, The University of British Columbia
Geverifieerd e-mailadres voor civil.ubc.ca - Homepage
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SANISAND: Simple anisotropic sand plasticity model
M Taiebat, YF Dafalias
International Journal for Numerical and Analytical Methods in Geomechanics …, 2008
4402008
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
1752018
SANISAND-Z: zero elastic range sand plasticity model
YF Dafalias, M Taiebat
Géotechnique 66 (12), 999-1013, 2016
1692016
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
1542012
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
1332007
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
1312010
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
1272008
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
1242016
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
1212010
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
1132018
Bounding surface SANICLAY plasticity model for cyclic clay behavior
G Seidalinov, M Taiebat
International Journal for Numerical and Analytical Methods in Geomechanics …, 2014
1032014
Anatomy of rotational hardening in clay plasticity
YF Dafalias, M Taiebat
Géotechnique 63 (16), 1406-1418, 2013
1022013
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
702020
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state
M Yang, M Taiebat, YF Dafalias
Géotechnique 72 (3), 227-246, 2022
692022
Group reduction factors for analysis of laterally loaded pile groups
MS Fayyazi, M Taiebat, WDL Finn
Canadian geotechnical journal 51 (7), 758-769, 2014
672014
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
612018
A viscoplastic SANICLAY model for natural soft soils
M Rezania, M Taiebat, E Poletti
Computers and Geotechnics 73, 128-141, 2016
602016
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
592011
Rotational hardening with and without anisotropic fabric at critical state
YF Dafalias, M Taiebat
Géotechnique 64 (6), 507-511, 2014
562014
Validation of a new elastoplastic constitutive model dedicated to the cyclic behaviour of brittle rock materials
B Cerfontaine, R Charlier, F Collin, M Taiebat
Rock Mechanics and Rock Engineering 50, 2677-2694, 2017
452017
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Artikelen 1–20