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