Catherine O'Sullivan
Catherine O'Sullivan
Professor of Particulate Soil Mechanics, Imperial College London
Verified email at - Homepage
Cited by
Cited by
Particulate discrete element modelling: a geomechanics perspective
C O'Sullivan
CRC Press, 2011
The influence of particle characteristics on the behaviour of coarse grained soils
I Cavarretta, M Coop, C O'SULLIVAN
Géotechnique 60 (6), 413-423, 2010
Selecting a suitable time step for discrete element simulations that use the central difference time integration scheme
C O'Sullivan, JD Bray
Engineering Computations, 2004
Exploring the macro-and micro-scale response of an idealised granular material in the direct shear apparatus
L Cui, C O'sullivan
Géotechnique 56 (7), 455-468, 2006
Analysis of an image-based method to quantify the size and shape of sand particles
F Altuhafi, C O’Sullivan, I Cavarretta
Journal of Geotechnical and Geoenvironmental Engineering 139 (8), 1290-1307, 2013
Particle-based discrete element modeling: geomechanics perspective
C O’Sullivan
International Journal of Geomechanics 11 (6), 449-464, 2011
Non-invasive characterization of particle morphology of natural sands
J Fonseca, C O’Sullivan, MR Coop, PD Lee
Soils and Foundations 52 (4), 712-722, 2012
Exploring the influence of interparticle friction on critical state behaviour using DEM
X Huang, KJ Hanley, C O'Sullivan, CY Kwok
International Journal for Numerical and Analytical Methods in Geomechanics …, 2014
Fabric and effective stress distribution in internally unstable soils
T Shire, C O’Sullivan, KJ Hanley, RJ Fannin
Journal of geotechnical and geoenvironmental engineering 140 (12), 04014072, 2014
The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions
D Barreto, C O’Sullivan
Granular Matter 14, 505-521, 2012
Quantifying the evolution of soil fabric during shearing using directional parameters
J Fonseca, C O'sullivan, MR COOP, PD Lee
Géotechnique 63 (6), 487-499, 2013
An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element model
L Cui, C O'sullivan, S O'neill
Geotechnique 57 (10), 831-844, 2007
Micromechanics of granular material response during load reversals: Combined DEM and experimental study
C O'Sullivan, L Cui
Powder Technology 193 (3), 289-302, 2009
Effect of sample size on the response of DEM samples with a realistic grading
X Huang, KJ Hanley, C O'Sullivan, FCY Kwok
Particuology 15, 107-115, 2014
Effective simulation of flexible lateral boundaries in two-and three-dimensional DEM simulations
G Cheung, C O'Sullivan
Particuology 6 (6), 483-500, 2008
Multi-scale analysis of cone penetration test (CPT) in a virtual calibration chamber
J Butlanska, M Arroyo, A Gens, C O’Sullivan
Canadian geotechnical journal 51 (1), 51-66, 2014
Application of Taguchi methods to DEM calibration of bonded agglomerates
KJ Hanley, C O'sullivan, JC Oliveira, K Cronin, EP Byrne
Powder technology 210 (3), 230-240, 2011
Analysis of a triangulation based approach for specimen generation for discrete element simulations
L Cui, C O’Sullivan
Granular Matter 5, 135-145, 2003
Micromechanical assessment of an internal stability criterion
T Shire, C O’sullivan
Acta Geotechnica 8, 81-90, 2013
A new approach for calculating strain for particulate media
C O'Sullivan, J D. Bray, S Li
International Journal for numerical and analytical methods in geomechanics …, 2003
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