Theo dõi
Catherine O'Sullivan
Catherine O'Sullivan
Professor of Particulate Soil Mechanics, Imperial College London
Email được xác minh tại imperial.ac.uk - Trang chủ
Tiêu đề
Trích dẫn bởi
Trích dẫn bởi
Năm
Particulate discrete element modelling: a geomechanics perspective
C O'Sullivan
CRC Press, 2011
8952011
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
4672010
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
3822013
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
3602004
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
3022006
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
2752012
Particle-based discrete element modeling: geomechanics perspective
C O’Sullivan
International Journal of Geomechanics 11 (6), 449-464, 2011
2722011
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
2332014
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
2222014
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
1912012
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
1752013
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
1662007
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
1622014
Effective simulation of flexible lateral boundaries in two-and three-dimensional DEM simulations
G Cheung, C O'Sullivan
Particuology 6 (6), 483-500, 2008
1512008
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
1492009
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
1382019
Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework
JCL Perez, CY Kwok, X Huang, KJ Hanley
Soils and Foundations 56 (1), 152-159, 2016
1382016
Micromechanical assessment of an internal stability criterion
T Shire, C O’sullivan
Acta Geotechnica 8, 81-90, 2013
1362013
Particle breakage during cyclic triaxial loading of a carbonate sand
S Donohue, C O'sullivan, M Long
Géotechnique 59 (5), 477-482, 2009
1352009
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
1332014
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