| Pile foundations: Experimental investigations, analysis and design A Mandolini, G Russo, C Viggiani Proceedings of the 16th International Conference on Soil Mechanics and …, 2005 | 314 | 2005 |
| Bearing capacity of piled rafts on soft clay soils L de Sanctis, A Mandolini Journal of Geotechnical and Geoenvironmental Engineering 132 (12), 1600-1610, 2006 | 263 | 2006 |
| Settlement of piled foundations A Mandolini, C Viggiani Géotechnique 47 (4), 791-816, 1997 | 247 | 1997 |
| Piles and pile foundations C Viggiani, A Mandolini, G Russo CRC Press, 2014 | 204 | 2014 |
| Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes G Anoyatis, R Di Laora, A Mandolini, G Mylonakis Soil Dynamics and Earthquake Engineering 44, 183-195, 2013 | 151 | 2013 |
| Kinematic response analysis of piled foundations under seismic excitation RMS Maiorano, L de Sanctis, S Aversa, A Mandolini Canadian Geotechnical Journal 46 (5), 571-584, 2009 | 129 | 2009 |
| Insight on kinematic bending of flexible piles in layered soil R Di Laora, A Mandolini, G Mylonakis Soil Dynamics and Earthquake Engineering 43, 309-322, 2012 | 123 | 2012 |
| Pile‐head kinematic bending in layered soil R Di Laora, G Mylonakis, A Mandolini Earthquake Engineering & Structural Dynamics 42 (3), 319-337, 2013 | 90 | 2013 |
| Centrifuge modelling to investigate the performance of piled rafts G Conte, A Mandolini, M Randolph Centrifuge modelling to investigate the performance of piled rafts, 359-366, 2003 | 87 | 2003 |
| Design of piled raft foundations: practice and developments A Mandolini Deep Foundations on Bored and Auger Piles, 59-82, 2003 | 86 | 2003 |
| Some remarks on the optimum design of piled rafts L de Sanctis, A Mandolini, G Russo, C Viggiani Deep Foundations 2002: An International Perspective on Theory, Design …, 2002 | 80 | 2002 |
| Rational design of piled raft A Mandolini, R Di Laora, Y Mascarucci Procedia Engineering 57, 45-52, 2013 | 68 | 2013 |
| A numerical approach to estimate shaft friction of bored piles in sands Y Mascarucci, S Miliziano, A Mandolini Acta Geotechnica 9, 547-560, 2014 | 43 | 2014 |
| Softening and instability of natural slopes in highly fissured plastic clay shales L Picarelli, G Urciuoli, A Mandolini, M Ramondini Natural Hazards and Earth System Sciences 6 (4), 529-539, 2006 | 43 | 2006 |
| Strength anisotropy of fibre-reinforced sands under multiaxial loading A Mandolini, A Diambra, E Ibraim Géotechnique 69 (3), 203-216, 2019 | 42 | 2019 |
| Full scale loading tests on instrumented CFA piles A Mandolini, M Ramondini, G Russo, C Viggiani Deep Foundations 2002: An International Perspective on Theory, Design …, 2002 | 40 | 2002 |
| Overview of design methods of axially loaded piles in Europe FA DE COCK, C Legrand, BM Lehane, A Mandolini IX DEEP FOUNDATIONS INSTITUTE INTERNATIONAL CONFERENCE, 313-323, 2002 | 37 | 2002 |
| On the ultimate vertical load of piled rafts on soft clay soils L DE SANCTIS, A Mandolini Deep Foundations on Bored and Auger Piles, 379-386, 2003 | 26 | 2003 |
| Analytical solutions for ultimate limit state design of thermal piles C Iodice, R Di Laora, A Mandolini Journal of Geotechnical and Geoenvironmental Engineering 146 (5), 04020016, 2020 | 25 | 2020 |
| Size limitations for piles in seismic regions R Di Laora, G Mylonakis, A Mandolini Earthquake Spectra 33 (2), 729-756, 2017 | 23 | 2017 |
Giulia ViggianiProfessore di Geotecnica, Università di Roma Tor VergataDirección de correo verificada de uniroma2.it