Mojtaba Mirjalili
- Cyclic Elastoviscoplastic Constitutive Model for Clay Considering Nonlinear Kinematic Hardening Rules and Structural Degradation. In: International Journal of Geomechanics, v. 15, n. 5 (October 2015). (2015):
- Long-term consolidation analysis of a large-scale embankment construction on soft clay deposits using an elasto-viscoplastic model. In: Soils and Foundations, v. 52, n. 1 (February 2012). (2012):