Matthew R. Kuhn
- Discrete Element Simulations of Cyclic Biaxial Shear of a Granular Material with Oval Particles. Dans: International Journal of Geomechanics, v. 14, n. 3 (juin 2014). (2014):
- Uniqueness of Discrete Element Simulations in Monotonic Biaxial Shear Tests. Dans: International Journal of Geomechanics, v. 14, n. 5 (octobre 2014). (2014):
- Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm. Dans: Soils and Foundations, v. 60, n. 5 (octobre 2020). (2020):
- Spatial Connectivity of Force Chains in a Simple Shear 3D Simulation Exhibiting Shear Bands. Dans: Journal of Engineering Mechanics (ASCE), v. 143, n. 1 (janvier 2017). (2017):
- Contact Transience during Slow Loading of Dense Granular Materials. Dans: Journal of Engineering Mechanics (ASCE), v. 143, n. 1 (janvier 2017). (2017):
- Specimen Size Effect in Discrete Element Simulations of Granular Assemblies. Dans: Journal of Engineering Mechanics (ASCE), v. 135, n. 6 (juin 2009). (2009):
- Alternative Definition of Particle Rolling in a Granular Assembly. Dans: Journal of Engineering Mechanics (ASCE), v. 130, n. 7 (juillet 2004). (2004):
- Smooth Convex Three-Dimensional Particle for the Discrete-Element Method. Dans: Journal of Engineering Mechanics (ASCE), v. 129, n. 5 (mai 2003). (2003):
- Context for Writing in Engineering Curriculum. Dans: Journal of Professional Issues in Engineering Education and Practice, v. 120, n. 4 (octobre 1994). (1994):