C. O'Sullivan
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- Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus. In: Géotechnique, v. 56, n. 7 (September 2006). (2006):
- Particle breakage during cyclic triaxial loading of a carbonate sand. In: Géotechnique, v. 59, n. 5 (June 2009). (2009):
- The influence of particle characteristics on the behaviour of coarse grained soils. In: Géotechnique, v. 60, n. 6 (June 2010). (2010):
- Quantifying the evolution of soil fabric during shearing using scalar parameters. In: Géotechnique, v. 63, n. 10 (August 2013). (2013):
- Discrete-element method analysis of the state parameter. In: Géotechnique, v. 64, n. 12 (December 2014). (2014):
- Using a virtual back in retaining wall design. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 160, n. 3 (July 2007). (2007):
- Evolution of shear wave velocity during triaxial compression. In: Soils and Foundations, v. 60, n. 6 (December 2020). (2020):
- Non-invasive characterization of particle morphology of natural sands. In: Soils and Foundations, v. 52, n. 4 (August 2012). (2012):
- A micromechanics-based analytical method for wave propagation through a granular material. In: Soil Dynamics and Earthquake Engineering, v. 45 (February 2013). (2013):
- LibViz: Data Visualisation of the Old Library. In: International Journal of Architectural Computing, v. 7, n. 1 (January 2009). (2009):