| A laboratory study on the thermomechanical behaviour of clayey soils A Burghignoli, A Desideri, S Miliziano Canadian Geotechnical Journal 37 (4), 764-780, 2000 | 316 | 2000 |
| Heterogeneous nZVI-induced Fenton oxidation process to enhance biodegradability of excavation by-products G Vilardi, D Sebastiani, S Miliziano, N Verdone, L Di Palma Chemical Engineering Journal 335, 309-320, 2018 | 94 | 2018 |
| Predicted and observed settlements induced by the mechanized tunnel excavation of metro line C near S. Giovanni station in Rome S Miliziano, A de Lillis Tunnelling and Underground Space Technology 86, 236-246, 2019 | 55 | 2019 |
| Deformability of clays under non isothermal conditions A Burghignoli, A Desideri, S Miliziano Rivista italiana di Geotecnica 26 (4), 227-236, 1992 | 43 | 1992 |
| A numerical approach to estimate shaft friction of bored piles in sands Y Mascarucci, S Miliziano, A Mandolini Acta Geotechnica 9, 547-560, 2014 | 39 | 2014 |
| Classification of foam and foaming products for EPB mechanized tunnelling based on half-life time D Sebastiani, G Vilardi, I Bavasso, L Di Palma, S Miliziano Tunnelling and Underground Space Technology 92, 103044, 2019 | 32 | 2019 |
| Volume change of clays induced by heating as observed in consolidation tests A Burghignoli, A Desideri, S Miliziano 地盤工学会論文報告集 35 (3), 122-124, 1995 | 31 | 1995 |
| Measurement of pier deformation patterns by ground-based SAR interferometry: Application to a bollard pull trial G Nico, G Cifarelli, G Miccoli, F Soccodato, W Feng, M Sato, S Miliziano, ... IEEE Journal of Oceanic Engineering 43 (4), 822-829, 2018 | 25 | 2018 |
| EVALUATION OF DAMAGE IN MASONRY BUILDINGS DUE TO TUNNELING IN CLEYEY SOILS S Miliziano, FM Soccodato, A Burghignoli INT. SYMP, GEOTECHNICAL ASPECT OF UNDERGROUND IN SOFT GROUND, TOULOUSE …, 2002 | 21 | 2002 |
| The effect of bond degradation in cemented clayey soils A Burghignoli, S Miliziano, FM Soccodato The geotechnics of hard soils-soft rocks, 465-472, 1998 | 19 | 1998 |
| Cementation effects in two lacustrine clayey soils A Burghignoli, S Miliziano, FM Soccodato Geotechnical and Geological Engineering 28, 815-833, 2010 | 18 | 2010 |
| 3M analytical method: evaluation of shaft friction of bored piles in sands Y Mascarucci, S Miliziano, A Mandolini Journal of Geotechnical and Geoenvironmental Engineering 142 (3), 04015086, 2016 | 17 | 2016 |
| Grain morphology and strength dilatancy of sands G Guida, D Sebastiani, F Casini, S Miliziano Géotechnique Letters 9 (4), 245-253, 2019 | 16 | 2019 |
| Guidelines for calibration and use of the Severn-Trent sand model in modeling cantilevered wall-supported excavations GM Rotisciani, S Miliziano International Journal of Geomechanics 14 (6), 04014029, 2014 | 16 | 2014 |
| Drenaggi e gravità per la stabilizzazione dei pendii A Desideri, S Miliziano, S Rampello Hevelius, 1997 | 14 | 1997 |
| Design, construction, and monitoring of a building with deep basements in Rome GM Rotisciani, S Miliziano, S Sacconi Canadian Geotechnical Journal 53 (2), 210-224, 2015 | 13 | 2015 |
| Effects of residual stresses on shaft friction of bored cast in situ piles in sand Y Mascarucci, A Mandolini, S Miliziano Journal of Geo-Engineering Sciences 1 (1), 37-51, 2013 | 13 | 2013 |
| Prediction of tunnelling-induced effects on a historic building in Rome S Miliziano, S Caponi, D Carlaccini, A de Lillis Tunnelling and underground space technology 119, 104212, 2022 | 10 | 2022 |
| Geotechnical aspects of the design of the containment area of the port of Gaeta A de Lillis, S Miliziano ITALIAN GEOTECHNICAL JOURNAL-RIVISTA ITALIANA DI GEOTECNICA 50 (4), 3-22, 2016 | 10 | 2016 |
| Evaluation of advanced constitutive modelling for cemented clayey soils: A case history A Burghignoli, M Cocciuti, S Miliziano, FM Soccodato Mathematical and computer modelling 37 (5-6), 631-640, 2003 | 10 | 2003 |
