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