| 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 | 234 | 2014 |
| 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 | 221 | 2014 |
| A methodical calibration procedure for discrete element models M Rackl, KJ Hanley Powder technology 307, 73-83, 2017 | 212 | 2017 |
| 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 | 161 | 2014 |
| Particle-scale mechanics of sand crushing in compression and shearing using DEM KJ Hanley, C O'Sullivan, X Huang Soils and Foundations 55 (5), 1100-1112, 2015 | 129 | 2015 |
| The influence of fines content and size-ratio on the micro-scale properties of dense bimodal materials T Shire, C O’sullivan, KJ Hanley Granular Matter 18 (3), 52, 2016 | 128 | 2016 |
| 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 | 126 | 2011 |
| Discrete-element method analysis of the state parameter X Huang, C O'sullivan, KJ Hanley, CY Kwok Géotechnique 64 (12), 954-965, 2014 | 117 | 2014 |
| DEM analysis of the influence of the intermediate stress ratio on the critical-state behaviour of granular materials X Huang, KJ Hanley, C O’sullivan, CY Kwok, MA Wadee Granular Matter 16, 641-655, 2014 | 114 | 2014 |
| 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 | 106 | 2016 |
| Critical time step for DEM simulations of dynamic systems using a Hertzian contact model SJ Burns, PT Piiroinen, KJ Hanley International Journal for Numerical Methods in Engineering 119 (5), 432-451, 2019 | 84 | 2019 |
| The influence of particle surface roughness on elastic stiffness and dynamic response M Otsubo, C O'Sullivan, KJ Hanley, WW Sim Géotechnique 67 (5), 452-459, 2017 | 64 | 2017 |
| Recent advances in stability and failure mechanisms of landslide dams H Zheng, Z Shi, D Shen, M Peng, KJ Hanley, C Ma, L Zhang Frontiers in Earth Science 9, 659935, 2021 | 58 | 2021 |
| DEM analysis of the onset of flow deformation of sands: linking monotonic and cyclic undrained behaviours X Huang, C Kwok, KJ Hanley, Z Zhang Acta Geotechnica 13, 1061-1074, 2018 | 54 | 2018 |
| Energy dissipation in soil samples during drained triaxial shearing KJ Hanley, X Huang, C O'Sullivan Géotechnique 68 (5), 421-433, 2018 | 52 | 2018 |
| Use of DEM and elastic stability analysis to explain the influence of the intermediate principal stress on shear strength C O'sullivan, MA Wadee, KJ Hanley, D Barreto Géotechnique 63 (15), 1298-1309, 2013 | 48 | 2013 |
| Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework JC Lopera Pereza, CY Kwok, C O'Sullivan, X Huang, KJ Hanley Soils and Foundations, 2016 | 46 | 2016 |
| DEM simulations of polydisperse media: efficient contact detection applied to investigate the quasi-static limit T Shire, KJ Hanley, K Stratford Computational Particle Mechanics 8 (4), 653-663, 2021 | 43 | 2021 |
| Erosion mechanisms of debris flow on the sediment bed H Zheng, Z Shi, S Yu, X Fan, KJ Hanley, S Feng Water Resources Research 57 (12), e2021WR030707, 2021 | 40 | 2021 |
| Structural degradation of sands during cyclic liquefaction: Insight from DEM simulations X Huang, KJ Hanley, Z Zhang, C Kwok Computers and Geotechnics 114, 103139, 2019 | 39 | 2019 |
Catherine O'SullivanProfessor of Particulate Soil Mechanics, Imperial College LondonVerified email at imperial.ac.uk
