An approach to enhance efficiency of DEM modelling of soils with crushable grains MO Ciantia, M Arroyo, F Calvetti, A Gens Géotechnique 65 (2), 91-110, 2015 | 224 | 2015 |
Cone penetration tests in a virtual calibration chamber M Arroyo, J Butlanska, A Gens, F Calvetti, M Jamiolkowski Géotechnique 61 (6), 525-531, 2011 | 192 | 2011 |
Source near-field effects and pulse tests in soil samples M Arroyo, D Muir Wood, PD Greening Géotechnique 53 (3), 337-345, 2003 | 184 | 2003 |
DEM modelling of cone penetration tests in a double-porosity crushable granular material MO Ciantia, M Arroyo, J Butlanska, A Gens Computers and Geotechnics 73, 109-127, 2016 | 156 | 2016 |
Effects of sample size on bender-based axial G0 measurements M Arroyo, D Muir Wood, PD Greening, L Medina, J Rio Géotechnique 56 (1), 39-52, 2006 | 145 | 2006 |
Numerical simulation of undrained insertion problems in geotechnical engineering with the Particle Finite Element Method (PFEM) L Monforte, M Arroyo, JM Carbonell, A Gens Computers and Geotechnics 82, 144-156, 2017 | 126 | 2017 |
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 | 125 | 2019 |
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 | 121 | 2014 |
Coupled effective stress analysis of insertion problems in geotechnics with the particle finite element method L Monforte, M Arroyo, JM Carbonell, A Gens Computers and Geotechnics 101, 114-129, 2018 | 102 | 2018 |
Performance of mixed formulations for the particle finite element method in soil mechanics problems L Monforte, JM Carbonell, M Arroyo, A Gens Computational Particle Mechanics 4 (3), 269-284, 2017 | 91 | 2017 |
Sand production simulation coupling DEM with CFD N Climent, M Arroyo, C O’Sullivan, A Gens European Journal of Environmental and Civil Engineering 18 (9), 983-1008, 2014 | 78 | 2014 |
Sphericity measures of sand grains R Rorato, M Arroyo, E Andò, A Gens Engineering geology 254, 43-53, 2019 | 72 | 2019 |
Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach M Arroyo, M Ciantia, R Castellanza, A Gens, R Nova Computers and Geotechnics 45, 140-150, 2012 | 62 | 2012 |
Study of mechanical behavior and strain localization of methane hydrate bearing sediments with different saturations by a new DEM model M Jiang, H Chen, M Tapias, M Arroyo, R Fang Computers and Geotechnics 57, 122-138, 2014 | 59 | 2014 |
Image-based calibration of rolling resistance in discrete element models of sand R Rorato, M Arroyo, A Gens, E Andò, G Viggiani Computers and Geotechnics 131, 103929, 2021 | 56 | 2021 |
A stable mesh-independent approach for numerical modelling of structured soils at large strains L Monforte, MO Ciantia, JM Carbonell, M Arroyo, A Gens Computers and Geotechnics 116, 103215, 2019 | 55 | 2019 |
A numerical investigation of the incremental behavior of crushable granular soils MO Ciantia, M Arroyo, F Calvetti, A Gens International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 54 | 2016 |
Pulse tests in soil samples M Arroyo University of Bristol, 2001 | 54* | 2001 |
Standard penetration testing in a virtual calibration chamber N Zhang, M Arroyo, MO Ciantia, A Gens, J Butlanska Computers and Geotechnics 111, 277-289, 2019 | 52 | 2019 |
Compaction bands and oedometric testing in cemented soils M Arroyo, R CASTELLANZA, R Nova Soils and foundations 45 (2), 181-194, 2005 | 50 | 2005 |