Serge Leroueil
- (2009): Two-Dimensional Discrete Element Theory for Rough Particles. In: International Journal of Geomechanics, v. 9, n. 1 (Januar 2009).
- (2015): Modeling and Implementation of the Isotache Concept for Long-Term Consolidation Behavior. In: International Journal of Geomechanics, v. 15, n. 5 (Oktober 2015).
- (2017): Constitutive Modeling of Kinematic Hardening Behavior of Saturated Anisotropic Soils. In: International Journal of Geomechanics, v. 17, n. 3 (März 2017).
- (1998): Modelling Temperature and Strain Rate Dependent Behavior of Clays: One Dimensional Consolidation. In: Soils and Foundations, v. 38, n. 2 (Juni 1998).
- (2012): Long-term consolidation behavior interpreted with isotache concept for worldwide clays. In: Soils and Foundations, v. 52, n. 3 (Juni 2012).
- (2005): Yielding of Microstructured Geomaterial by Distinct Element Method Analysis. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 11 (November 2005).
- (2017): 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).
- (2011): 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).
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