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Catherine O'Sullivan
Catherine O'Sullivan
Professor of Particulate Soil Mechanics, Imperial College London
Verified email at imperial.ac.uk - Homepage
Title
Cited by
Cited by
Year
Particulate discrete element modelling: a geomechanics perspective
C O'Sullivan
CRC Press, 2011
8092011
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
4232010
Selecting a suitable time step for discrete element simulations that use the central difference time integration scheme
C O'Sullivan, JD Bray
Engineering Computations 21 (2/3/4), 278-303, 2004
3312004
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
3282013
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
2912006
Particle-based discrete element modeling: geomechanics perspective
C O’Sullivan
International Journal of Geomechanics 11 (6), 449-464, 2011
2502011
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
2432012
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
2012014
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
1922014
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
1752012
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
1552007
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
1532013
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
1452014
Effective simulation of flexible lateral boundaries in two-and three-dimensional DEM simulations
G Cheung, C O'Sullivan
Particuology 6 (6), 483-500, 2008
1412008
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
1392009
Particle breakage during cyclic triaxial loading of a carbonate sand
S Donohue, C O'sullivan, M Long
Géotechnique 59 (5), 477-482, 2009
1292009
Micromechanical assessment of an internal stability criterion
T Shire, C O’sullivan
Acta Geotechnica 8, 81-90, 2013
1202013
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
1192014
Discrete element analysis of the response of granular materials during cyclic loading
C O'SULLIVAN, L Cui, SC O'NEILL
Soils and Foundations 48 (4), 511-530, 2008
1192008
Grading evolution and critical state in a discrete numerical model of Fontainebleau sand
MO Ciantia, M Arroyo, C O'Sullivan, A Gens, T Liu
Géotechnique 69 (1), 1-15, 2019
1172019
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