| 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 | 198 | 2014 |
| Micromechanical assessment of an internal stability criterion T Shire, C O’sullivan Acta Geotechnica 8, 81-90, 2013 | 124 | 2013 |
| 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 | 101 | 2016 |
| Empirical assessment of the critical time increment in explicit particulate discrete element method simulations M Otsubo, C O'Sullivan, T Shire Computers and Geotechnics 86, 67-79, 2017 | 99 | 2017 |
| Constriction size distributions of granular filters: a numerical study T Shire, C O'Sullivan Géotechnique 66 (10), 826-839, 2016 | 56 | 2016 |
| Microstructural analysis of sands with varying degrees of internal stability J Fonseca, WW Sim, T Shire, C O'sullivan Géotechnique 64 (5), 405-411, 2014 | 56 | 2014 |
| Coupled particle-fluid simulations of the initiation of suffusion K Kawano, T Shire, C O'Sullivan Soils and Foundations, 2018 | 53 | 2018 |
| DEM modelling to assess internal stability of gap-graded assemblies of spherical particles under various relative densities, fine contents and gap ratios M Ahmadi, T Shire, A Mehdizadeh, M Disfani Computers and Geotechnics 126, 103710, 2020 | 42 | 2020 |
| Numerical techniques for fast generation of large discrete-element models MO Ciantia, K Boschi, T Shire, S Emam Proceedings of the Institution of Civil Engineers-Engineering and …, 2018 | 41 | 2018 |
| Influence of fabric on stress distribution in gap-graded soil A Sufian, M Artigaut, T Shire, C O’Sullivan Journal of Geotechnical and Geoenvironmental Engineering 147 (5), 04021016, 2021 | 32 | 2021 |
| Quantifying stress-induced anisotropy using inter-void constrictions T Shire, C O'SULLIVAN, D Barreto, G Gaudray Géotechnique 63 (1), 85-91, 2013 | 32 | 2013 |
| 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 | 31 | 2021 |
| Contact based void partitioning to assess filtration properties in DEM simulations C O’Sullivan, J Bluthé, K Sejpar, T Shire, LYG Cheung Computers and Geotechnics 64, 120-131, 2015 | 31 | 2015 |
| Micro-scale modelling of granular filters T Shire Imperial College London, 2014 | 26 | 2014 |
| A novel transversely isotropic strength criterion for soils based on a mobilised plane approach DC Lu, JY Liang, XL Du, GS Wang, T Shire Géotechnique 69 (3), 234-250, 2019 | 25 | 2019 |
| Using geophysical data to quantify stress transmission in gap-graded granular materials M Otsubo, R Kuwano, C O'Sullivan, T Shire Géotechnique 72 (7), 565-582, 2022 | 23 | 2022 |
| A network model to assess base-filter combinations T Shire, C O'Sullivan Computers and Geotechnics 84, 117-128, 2017 | 23 | 2017 |
| On the morphology and pressure-filtration characteristics of filter cake formation: Insight from coupled CFD–DEM simulations T Yin, Z Zhang, X Huang, T Shire, KJ Hanley Tunnelling and Underground Space Technology 111, 103856, 2021 | 20 | 2021 |
| Post-erosion mechanical response of internally unstable soil of varying size and flow regime A Mehdizadeh, MM Disfani, T Shire Canadian Geotechnical Journal 58 (4), 531-539, 2021 | 18 | 2021 |
| Influence of the coefficient of uniformity on the size and frequency of constrictions in sand filters HF Taylor, C O'Sullivan, T Shire, WW Moinet Géotechnique 69 (3), 274-282, 2019 | 17 | 2019 |
Catherine O'SullivanProfessor of Particulate Soil Mechanics, Imperial College London在 imperial.ac.uk 的电子邮件经过验证
