| 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 | 191 | 2012 |
| The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies MD Jiang, ZX Yang, D Barreto, YH Xie Granular Matter 20, 1-15, 2018 | 103 | 2018 |
| The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials YH Xie, ZX Yang, D Barreto, MD Jiang Granular Matter 19, 1-13, 2017 | 98 | 2017 |
| Numerical and experimental investigation into the behaviour of granular materials under generalised stress states D Barreto University of London, 2009 | 74* | 2009 |
| Particle loss and volume change on dissolution: experimental results and analysis of particle size and amount effects J McDougall, D Kelly, D Barreto Acta Geotechnica 8, 619-627, 2013 | 57 | 2013 |
| Quantifying the evolution of soil fabric under different stress paths D Barreto, C O’Sullivan, L Zdravkovic AIP conference proceedings 1145 (1), 181-184, 2009 | 51 | 2009 |
| 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, 2013 | 48 | 2013 |
| Recent advances in nature-inspired solutions for ground engineering (NiSE) A Assadi-Langroudi, BC O’Kelly, D Barreto, F Cotecchia, H Dicks, A Ekinci, ... International Journal of Geosynthetics and Ground Engineering 8 (1), 3, 2022 | 41 | 2022 |
| Particle–scale interactions and energy dissipation mechanisms in sand–rubber mixtures J Fonseca, A Riaz, J Bernal-Sanchez, D Barreto, J McDougall, ... Géotechnique Letters 9 (4), 263-268, 2019 | 34 | 2019 |
| Quantifying stress-induced anisotropy using inter-void constrictions T Shire, C O'SULLIVAN, D Barreto, G Gaudray Géotechnique 63 (1), 85-91, 2013 | 33 | 2013 |
| Volumetric consequences of particle loss by grading entropy JR McDougall, E Imre, D Barreto, D Kelly Bio-and chemo-mechanical processes in geotechnical engineering: géotechnique …, 2014 | 27 | 2014 |
| Effect of particle loss on soil behaviour. D Kelly, J McDougall, D Barreto | 15 | 2012 |
| Rubber-soil mixtures: use of grading entropy theory to evaluate stiffness and liquefaction susceptibility J Bernal-Sanchez, J Leak, D Barreto Bulletin of Earthquake Engineering 21 (8), 3777-3796, 2023 | 13 | 2023 |
| Dynamic behaviour of shredded rubber soil mixtures J Bernal-Sanchez, J McDougall, D Barreto Gonzalez, M Miranda, ... | 13 | 2018 |
| A guide to modeling the geotechnical behavior of soils using the discrete element method D Barreto, J Leak Modeling in geotechnical engineering, 79-100, 2021 | 10 | 2021 |
| Use of hydraulic radius to estimate the permeability of coarse-grained materials using a new geodatabase S Feng, D Barreto, E Imre, E Ibraim, PJ Vardanega Transportation Geotechnics, 101026, 2023 | 8 | 2023 |
| The influence of particles’ aspect ratio on the shear behaviour of granular materials YH Xie, ZX Yang, D Barreto International Conference on Discrete Element Methods, 253-264, 2016 | 8 | 2016 |
| Experimental assessment of stiffness and damping in rubber-sand mixtures at various strain levels J Bernal-Sanchez, J McDougall, D Barreto, A Marinelli, V Dimitriadi, ... Earthquake geotechnical engineering for protection and development of …, 2019 | 7 | 2019 |
| Grading entropy coordinates and criteria for evaluation of liquefaction potential D Barreto Gonzalez, J Leak, V Dimitriadi, J McDougall, E Imre CRC Press, 2019 | 6 | 2019 |
| Numerical and experimental investigation into the behaviour of granular materials under generalised stress states (Ph. D. thesis) D Barreto University of London, Department of Civil Engineering, Imperial College of …, 2009 | 5 | 2009 |
Emőke ImreSenior research fellow, Obuda UniversityVerified email at uni-obuda.hu
