Biblio

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In Press
M. Yang, Taiebat, M., and Dafalias, Y. F., “SANISAND-MSf: a memory surface and semifluidized state enhanced sand plasticity model for undrained cyclic shearing”, Geotechnique, In Press.
2020
Y. F. Dafalias, Taiebat, M., Rollo, F., and Amorosi, A., “On the convergence of rotational hardening variable at critical state”, Geotechnique Letters, vol. 10, no. 1, 2020.
A. Barrero, Taiebat, M., and Dafalias, Y. F., “Modeling cyclic shearing of sands in the semifluidized state”, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 44, no. 3, pp. 371-388, 2020.
2017
M. Taiebat and Dafalias, Y. F., “A zero elastic range hypoplasticity model for sand”, in Holistic Simulation of Geotechnical Installation Processes: Theoretical Results and Applications, vol. Volume 82 of the series Lecture Notes in Applied and Computational Mechanics, T. Triantafyllidis Springer International Publishing Switzerland, 2017, pp. 237-256.
2015
M. Taiebat and Dafalias, Y. F., “A true zero elastic range sand plasticity model”, Proceedings of the Sixth International Conference on Earthquake Geotechnical Engineering. Christchurch, New Zealand, p. Paper ID: 194, 8 pages, 2015.
2014
Y. F. Dafalias and Taiebat, M., “Attributes of rotational hardening rules in clay plasticity”, in Numerical Methods in Geotechnical Engineering (Proceedings of the NUMGE 2014, June 18-20, Delft, The Netherlands), vol. 1, 2 vol., M. Hicks, Brinkgreve, R., and Rohe, A. London: Taylor & Francis Group, 2014, pp. 27-32.
2013
Y. F. Dafalias and Taiebat, M., “Anatomy of rotational hardening in clay plasticity”, Geotechnique, vol. 63, no. 16, pp. 1406-1418, 2013.
M. Taiebat and Dafalias, Y. F., “Rotational hardening and uniqueness of critical state line in clay plasticity”, in Constitutive Modeling of Geomaterials, vol. 16 of Springer Series in Geomechanics and Geoengineering, Q. Yang, Zhang, J. - M., Zheng, H., and Yao, Y. Berlin Heidelberg: Springer, 2013, pp. 223-230.
2011
M. Taiebat, Kaynia, A. M., and Dafalias, Y. F., “Application of an anisotropic constitutive model for structured clay to seismic slope stability”, Journal of Geotechnical and Geoenvironmental Engineering, vol. 137, no. 5, pp. 492-504, 2011.
M. Mahan, Dafalias, Y. F., Taiebat, M., Heo, Y. - A., and Kunnath, S. K., “SANISTEEL: Simple anisotropic steel plasticity model”, Journal of Structural Engineering, vol. 137, no. 2, pp. 185-194, 2011.
2010
M. Taiebat, Dafalias, Y. F., and Peek, R., “A destructuration theory and its application to SANICLAY model”, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 34, no. 10, pp. 1009-1040, 2010.
M. Taiebat, Jeremic, B., Dafalias, Y. F., Kaynia, A. M., and Cheng, Z., “Propagation of Seismic Waves through liquefied soils”, Soil Dynamics and Earthquake Engineering, vol. 30, no. 4, pp. 236-257, 2010.
M. Taiebat and Dafalias, Y. F., “Simple yield surface expressions appropriate for soil plasticity”, International Journal of Geomechanics, vol. 10, no. 4, pp. 161-169, 2010.
2008
B. Jeremic, Cheng, Z., Taiebat, M., and Dafalias, Y. F., “Numerical simulation of fully saturated porous materials”, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 32, no. 13, pp. 1635-1660, 2008.
M. Taiebat and Dafalias, Y. F., “SANISAND: Simple anisotropic sand plasticity model”, International Journal for Numerical and Analytical Methods in Geomechnanics, vol. 32, no. 8, pp. 915-948, 2008.