Catherine O'Sullivan
- Particle-Based Discrete Element Modeling: Geomechanics Perspective. In: International Journal of Geomechanics, v. 11, n. 6 (Dezember 2011). (2011):
- Calculating the State Parameter in Crushable Sands. In: International Journal of Geomechanics, v. 20, n. 7 (Juli 2020). (2020):
- Sub-particle-scale investigation of seepage in sands. In: Soils and Foundations, v. 57, n. 3 (Juni 2017). (2017):
- Particle-scale mechanics of sand crushing in compression and shearing using DEM. In: Soils and Foundations, v. 55, n. 5 (Oktober 2015). (2015):
- Discrete Element Analysis of the Response of Granular Materials During Cyclic Loading. In: Soils and Foundations, v. 48, n. 4 (August 2008). (2008):
- Modeling of Geomaterials Behavior. In: Soils and Foundations, v. 50, n. 6 (Dezember 2010). (2010):
- Experimental and DEM assessment of the stress-dependency of surface roughness effects on shear modulus. In: Soils and Foundations, v. 58, n. 3 (Juni 2018). (2018):
- Coupled particle-fluid simulations of the initiation of suffusion. In: Soils and Foundations, v. 58, n. 4 (August 2018). (2018):
- Examination of the Response of Regularly Packed Specimens of Spherical Particles Using Physical Tests and Discrete Element Simulations. In: Journal of Engineering Mechanics (ASCE), v. 130, n. 10 (Oktober 2004). (2004):
- Modified Shear Spring Formulation for Discontinuous Deformation Analysis of Particulate Media. In: Journal of Engineering Mechanics (ASCE), v. 129, n. 7 (Juli 2003). (2003):
- Influence of Particle Shape and Surface Friction Variability on Response of Rod-Shaped Particulate Media. In: Journal of Engineering Mechanics (ASCE), v. 128, n. 11 (November 2002). (2002):