Catherine O'Sullivan

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Tom ShireStantecVerified email at stantec.com
Joana FonsecaSenior Lecturer in Geotechnical Engineering at City University of LondonVerified email at city.ac.uk
Liang CuiUniversity of SurreyVerified email at surrey.ac.uk
Marcos ArroyoAssociate Professor of geotechnical engineering, UPCVerified email at upc.edu
Antonio GensProfessor, Universitat Politecnica de Catalunya (UPC), affiliated scientist at CIMNEVerified email at upc.edu
Christopher M. GourlayDepartment of Materials, Imperial College LondonVerified email at imperial.ac.uk
Daniel BarretoLecturer in Geotechnical Engineering, Edinburgh Napier UniversityVerified email at napier.ac.uk
Peter D LeeRoyal Academy of Engineering Chair in Emerging Technologies, University College LondonVerified email at ucl.ac.uk
Joanna ButlanskaUPCVerified email at upc.edu
Erdin IbraimReader in Geomechanics, University of BristolVerified email at bristol.ac.uk
Ahmer WadeeProfessor of Nonlinear Mechanics, Imperial College LondonVerified email at imperial.ac.uk
Giovanna BiscontinProgram Director, National Science FoundationVerified email at nsf.gov
Edmond P. ByrneProfessor of Process & Chemical Engineering, University College CorkVerified email at ucc.ie
Lang YUANUniversity of South CarolinaVerified email at cec.sc.edu
Shaofan LiProfessor of Applied and Computational Mechanics, University of California-BerkeleyVerified email at berkeley.edu
Shane DonohueAssociate Professor in Geotechnical EngineeringVerified email at ucd.ie
Way Way SimLecturer, Imperial College LondonVerified email at imperial.ac.uk
Kenichi SogaUniversity of California, BerkeleyVerified email at berkeley.edu
Costas VelisUniversity of LeedsVerified email at leeds.ac.uk
Boccaccini, Aldo R.Professor and Head of Institute of Biomaterials, University of Erlangen-Nuremberg, GermanyVerified email at ww.uni-erlangen.de

Catherine O'Sullivan

Professor of Particulate Soil Mechanics, Imperial College London

Verified email at imperial.ac.uk - Homepage

discrete element modelling soil mechanics sand tomography


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Particulate discrete element modelling: a geomechanics perspective C O'Sullivan CRC Press, 2011	736	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	380	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	310	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	278	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	277	2013
Particle-based discrete element modeling: geomechanics perspective C O’Sullivan International Journal of Geomechanics 11 (6), 449-464, 2011	230	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	213	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	174	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	165	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	158	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	141	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	141	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	128	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	125	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	124	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	114	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	111	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	111	2003
Micromechanical assessment of an internal stability criterion T Shire, C O’sullivan Acta Geotechnica 8, 81-90, 2013	106	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	106	2003

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