Michael J. Kavvadas
- Formulation of MIT‐E3 Constitutive Model for Overconsolidated Clays. In: Journal of Geotechnical Engineering (ASCE), v. 120, n. 1 (Januar 1994). (1994):
- Numerical Prediction of the Dynamic Behavior of Two Earth Dams in Italy Using a Fully Coupled Nonlinear Approach. In: International Journal of Geomechanics, v. 11, n. 6 (Dezember 2011). (2011):
- Numerical investigation of the ultimate lateral resistance of piles in soft clay. In: Frontiers of Structural and Civil Engineering, v. 8, n. 2 (Mai 2014). (2014):