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