| Two-phase material point method applied to the study of cone penetration F Ceccato, L Beuth, PA Vermeer, P Simonini Computers and Geotechnics 80, 440-452, 2016 | 131 | 2016 |
| Analysis of piezocone penetration under different drainage conditions with the two-phase material point method F Ceccato, L Beuth, P Simonini Journal of Geotechnical and Geoenvironmental Engineering 142 (12), 04016066, 2016 | 71 | 2016 |
| Impact forces of granular flows on rigid structures: comparison between discontinuous (DEM) and continuous (MPM) numerical approaches F Ceccato, I Redaelli, C di Prisco, P Simonini Computers and Geotechnics 103, 201-217, 2018 | 58 | 2018 |
| Numerical study of partially drained penetration and pore pressure dissipation in piezocone test F Ceccato, P Simonini Acta Geotechnica 12, 195-209, 2017 | 57 | 2017 |
| Numerical stability for modelling of dynamic two‐phase interaction MMJ Mieremet, DF Stolle, F Ceccato, C Vuik International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 50 | 2016 |
| Two-phase dynamic MPM formulation for unsaturated soil F Ceccato, A Yerro, V Girardi, P Simonini Computers and Geotechnics 129, 103876, 2021 | 46 | 2021 |
| Modelling soil-water interaction with the material point method. Evaluation of single-point and double-point formulations F Ceccato, A Yerro, M Martinelli Numerical Methods in Geotechnical Engineering IX, Volume 1, 351-358, 2018 | 39 | 2018 |
| Study of large deformation geomechanical problems with the material point method F Ceccato Università degli studi di Padova, 2015 | 33 | 2015 |
| Numerical and experimental investigation of saturated granular column collapse in air F Ceccato, A Leonardi, V Girardi, P Simonini, M Pirulli Soils and Foundations 60 (3), 683-696, 2020 | 28 | 2020 |
| Modelling unsaturated soils with the Material Point Method. A discussion of the state-of-the-art A Yerro, V Girardi, M Martinelli, F Ceccato Geomechanics for Energy and the Environment 32, 100343, 2022 | 21 | 2022 |
| Solid-fluid transition in granular flows: MPM simulations with a new constitutive approach I Redaelli, F Ceccato, C Di Prisco, P Simonini Procedia Engineering 175, 80-85, 2017 | 21 | 2017 |
| Granular flow impact forces on protection structures: MPM numerical simulations with different constitutive models F Ceccato, P Simonini Procedia Engineering 158, 164-169, 2016 | 19 | 2016 |
| Large displacement numerical study of 3D plate anchors F Ceccato, A Bisson, S Cola European Journal of Environmental and Civil Engineering 24 (4), 520-538, 2020 | 18 | 2020 |
| Adhesive contact algorithm for MPM and its application to the simulation of cone penetration in clay F Ceccato, L Beuth, P Simonini Procedia Engineering 175, 182-188, 2017 | 18 | 2017 |
| Effect on the structure in elevation of wood deterioration on small-pile foundation: Numerical analyses G Bettiol, F Ceccato, AE Pigouni, C Modena, P Simonini International Journal of Architectural Heritage 10 (1), 44-54, 2016 | 18 | 2016 |
| Hydro-mechanical behaviour of soils during water-soil gushing in shield tunnels using MPM XC Xie, F Ceccato, ML Zhou, DM Zhang Computers and Geotechnics 145, 104688, 2022 | 16 | 2022 |
| The effect of the front inclination on the impact forces transmitted by granular flows to rigid structures F Ceccato, P Simonini, C di Prisco, I Redaelli Advancing Culture of Living with Landslides: Volume 2 Advances in Landslide …, 2017 | 15 | 2017 |
| Impact of dry granular flows on a rigid wall: discrete and continuum approach F Gabrieli, F Ceccato Procedia Engineering 158, 152-157, 2016 | 15 | 2016 |
| Study of flow landslide impact forces on protection structures with the Material Point Method F Ceccato Landslides and Engineered Slopes. Experience, Theory and Practice, 615-620, 2018 | 12 | 2018 |
| Numerically based design of protection systems against landslides. Workshop Numeric in Geotechnology F Ceccato, P Simonini Conference proceedings of Workshop on Numerical Methods in Geotechnics 2017 …, 2017 | 11 | 2017 |
