Serge Leroueil
- Two-Dimensional Discrete Element Theory for Rough Particles. In: International Journal of Geomechanics, v. 9, n. 1 (Januar 2009). (2009):
- Modeling and Implementation of the Isotache Concept for Long-Term Consolidation Behavior. In: International Journal of Geomechanics, v. 15, n. 5 (Oktober 2015). (2015):
- Constitutive Modeling of Kinematic Hardening Behavior of Saturated Anisotropic Soils. In: International Journal of Geomechanics, v. 17, n. 3 (März 2017). (2017):
- Modelling Temperature and Strain Rate Dependent Behavior of Clays: One Dimensional Consolidation. In: Soils and Foundations, v. 38, n. 2 (Juni 1998). (1998):
- Long-term consolidation behavior interpreted with isotache concept for worldwide clays. In: Soils and Foundations, v. 52, n. 3 (Juni 2012). (2012):
- Yielding of Microstructured Geomaterial by Distinct Element Method Analysis. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 11 (November 2005). (2005):
- A kinematic hardening and elastic visco-plastic model of saturated cohesive anisotropic soils. In: KSCE Journal of Civil Engineering, v. 22, n. 2 (Juni 2017). (2017):
- Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths. In: Frontiers of Architecture and Civil Engineering in China, v. 5, n. 2 (Mai 2011). (2011):