Follow
Daniel Barreto
Daniel Barreto
Lecturer in Geotechnical Engineering, Edinburgh Napier University
Verified email at napier.ac.uk
Title
Cited by
Cited by
Year
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
1752012
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
872018
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
812017
Numerical and experimental investigation into the behaviour of granular materials under generalised stress states
D Barreto
University of London, 2009
63*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
482013
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
442013
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
412009
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
322022
Quantifying stress-induced anisotropy using inter-void constrictions
T Shire, C O'SULLIVAN, D Barreto, G Gaudray
Géotechnique 63 (1), 85-91, 2013
292013
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
282019
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
282014
Effect of particle loss on soil behaviour.
D Kelly, J McDougall, D Barreto
132012
Dynamic behaviour of shredded rubber soil mixtures
J Bernal-Sanchez, J McDougall, D Barreto Gonzalez, M Miranda, ...
112018
The influence of particles’ aspect ratio on the shear behaviour of granular materials
YH Xie, ZX Yang, D Barreto
Proceedings of the 7th International Conference on Discrete Element Methods …, 2017
72017
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
62023
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
62021
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
52009
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
42019
Specimen generation approaches for DEM simulations
D Barreto, C O’Sullivan, L Zdravkovic
Proceedings of the International Symposium on Deformation Characteristics of …, 2008
42008
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
32023
The system can't perform the operation now. Try again later.
Articles 1–20