| Mechanical behaviour of a natural soft clay L Callisto, G Calabresi Géotechnique 48 (4), 495-513, 1998 | 272 | 1998 |
| Shear strength and small-strain stiffness of a natural clay under general stress conditions L Callisto, S Rampello Géotechnique 52 (8), 547-560, 2002 | 101 | 2002 |
| An interpretation of structural degradation for three natural clays L Callisto, S Rampello Canadian Geotechnical Journal 41 (3), 392-407, 2004 | 97 | 2004 |
| Seismic design of flexible cantilevered retaining walls L Callisto, FM Soccodato Journal of geotechnical and geoenvironmental engineering 136 (2), 344-354, 2010 | 85 | 2010 |
| Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay L Callisto, A Gajo, D Muir Wood Géotechnique 52 (9), 649-666, 2002 | 67 | 2002 |
| A study on the subsoil of the Tower of Pisa based on results from standard and high-quality samples S Rampello, L Callisto Canadian Geotechnical Journal 35 (6), 1074-1092, 1998 | 60 | 1998 |
| Uncoupled evaluation of the structural damage induced by tunnelling N Losacco, A Burghignoli, L Callisto Géotechnique 64 (8), 646-656, 2014 | 50 | 2014 |
| Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome/Auswertung der Auswirkungen des Tunnelbaus auf historische Gebäude am Beispiel … S Rampello, L Callisto, G Viggiani, FM Soccodato Geomechanics and tunnelling 5 (3), 275-299, 2012 | 48 | 2012 |
| Dynamic response of a pile embedded into a layered soil M Martinelli, A Burghignoli, L Callisto Soil Dynamics and Earthquake Engineering 87, 16-28, 2016 | 45 | 2016 |
| Interpretation and back-analysis of the damage observed in a deep tunnel after the 2016 Norcia earthquake in Italy L Callisto, C Ricci Tunnelling and underground space technology 89, 238-248, 2019 | 42 | 2019 |
| Soil–structure interaction for the seismic design of the Messina Strait Bridge L Callisto, S Rampello, GMB Viggiani Soil dynamics and earthquake engineering 52, 103-115, 2013 | 34 | 2013 |
| An interpretation of the seismic behaviour of reinforced-earth retaining structures L Masini, L Callisto, S Rampello Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015, 25-34, 2015 | 33 | 2015 |
| Predicted and observed performance of an oil tank founded on soil-cement columns in clayey soils S Rampell, L Callisto Soils and foundations 43 (4), 229-241, 2003 | 32 | 2003 |
| Evaluation of slope performance under earthquake loading conditions S Rampello, L Callisto, P Fargnoli Rivista Italiana di Geotecnica 44 (4), 29-41, 2010 | 31 | 2010 |
| Capacity design of embedded retaining structures L Callisto Géotechnique 64 (3), 204-214, 2014 | 30 | 2014 |
| Studio sperimentale su un'argilla naturale: il comportamento meccanico dell'argilla di Pisa L Callisto Università degli Studi di Roma" La Sapienza", 1996 | 22 | 1996 |
| A coupled study of soil-abutment-superstructure interaction DN Gorini, L Callisto Geotechnical Research for Land Protection and Development: Proceedings of …, 2020 | 21 | 2020 |
| Capacity design of retaining structures and bridge abutments with deep foundations L Callisto, S Rampello Journal of geotechnical and geoenvironmental engineering 139 (7), 1086-1095, 2013 | 20 | 2013 |
| Seismic analysis of an embedded retaining structure in coarse-grained soils L Callisto, FM Soccodato Proc. 4th Int. Conf. on Earthquake Gotechnical Engineering, 25-28, 2007 | 20 | 2007 |
| An inertial macroelement for bridge abutments DN Gorini, L Callisto, AJ Whittle Geotechnique 72 (3), 247-259, 2022 | 18 | 2022 |
