| Numerical analysis of a landslide in soils with strain-softening behaviour A Troncone Geotechnique 55 (8), 585-596, 2005 | 166 | 2005 |
| Stability analysis of slopes in soils with strain-softening behaviour E Conte, F Silvestri, A Troncone Computers and Geotechnics 37 (5), 710-722, 2010 | 127 | 2010 |
| Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide A Troncone, E Conte, A Donato Engineering Geology 183, 265-275, 2014 | 102 | 2014 |
| Post-failure stage simulation of a landslide using the material point method E Conte, L Pugliese, A Troncone Engineering Geology 253, 149-159, 2019 | 98 | 2019 |
| One-dimensional consolidation under general time-dependent loading E Conte, A Troncone Canadian Geotechnical Journal 43 (11), 1107-1116, 2006 | 98 | 2006 |
| A simplified method for predicting rainfall-induced mobility of active landslides E Conte, A Donato, A Troncone Landslides 14, 35-45, 2017 | 92 | 2017 |
| Radial consolidation with vertical drains and general time-dependent loading E Conte, A Troncone Canadian Geotechnical Journal 46 (1), 25-36, 2009 | 86 | 2009 |
| Post-failure analysis of the Maierato landslide using the material point method E Conte, L Pugliese, A Troncone Engineering Geology 277, 105788, 2020 | 76 | 2020 |
| A method for the design of embedded cantilever retaining walls under static and seismic loading E Conte, A Troncone, M Vena Géotechnique 67 (12), 1081-1089, 2017 | 75 | 2017 |
| Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading E Conte, A Troncone, M Vena Computers and Geotechnics 49, 123-133, 2013 | 75 | 2013 |
| Prediction of rainfall-induced landslide movements in the presence of stabilizing piles A Troncone, L Pugliese, G Lamanna, E Conte Engineering Geology 288, 106143, 2021 | 66 | 2021 |
| A finite element approach for the analysis of active slow-moving landslides E Conte, A Donato, A Troncone Landslides 11, 723-731, 2014 | 59 | 2014 |
| A method for the analysis of soil slips triggered by rainfall E Conte, A Troncone Géotechnique 62 (3), 187-192, 2012 | 59 | 2012 |
| Analysis of an excavation-induced landslide in stiff clay using the material point method A Troncone, L Pugliese, E Conte Engineering Geology 296, 106479, 2022 | 57 | 2022 |
| A performance-based method for the design of drainage trenches used to stabilize slopes E Conte, A Troncone Engineering Geology 239, 158-166, 2018 | 56 | 2018 |
| Progressive failure analysis of shallow foundations on soils with strain-softening behaviour E Conte, A Donato, A Troncone Computers and Geotechnics 54, 117-124, 2013 | 54 | 2013 |
| Analysis of the maierato landslide (Calabria, southern Italy) E Conte, A Donato, L Pugliese, A Troncone Landslides 15, 1935-1950, 2018 | 48 | 2018 |
| Stability analysis of infinite clayey slopes subjected to pore pressure changes E Conte, A Troncone Géotechnique 62 (1), 87-91, 2012 | 48 | 2012 |
| Behaviour of flexible piles subjected to inclined loads E Conte, A Troncone, M Vena Computers and Geotechnics 69, 199-209, 2015 | 46 | 2015 |
| Nonlinear consolidation of thin layers subjected to time-dependent loading E Conte, A Troncone Canadian Geotechnical Journal 44 (6), 717-725, 2007 | 46 | 2007 |
