| 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 | 243 | 2006 |
| 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 | 121 | 2009 |
| Analysis and performance of piled rafts designed using innovative criteria L de Sanctis, G Russo Journal of geotechnical and geoenvironmental engineering 134 (8), 1118-1128, 2008 | 86 | 2008 |
| A method for assessing kinematic bending moments at the pile head L de Sanctis, RMS Maiorano, S Aversa Earthquake Engineering & Structural Dynamics 39 (10), 1133-1154, 2010 | 79 | 2010 |
| 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 | 75 | 2002 |
| Piles-induced filtering effect on the foundation input motion R Di Laora, L de Sanctis Soil Dynamics and Earthquake Engineering 46, 52-63, 2013 | 58 | 2013 |
| Importance of seismic site response and soil–structure interaction in the dynamic behaviour of a tall building founded on piles E Bilotta, L DE SANCTIS, R Di Laora, A D’ONOFRIO, F Silvestri Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015 …, 2015 | 50 | 2015 |
| Bearing capacity of pile groups under vertical eccentric load R Di Laora, L de Sanctis, S Aversa Acta Geotechnica 14, 193-205, 2019 | 38 | 2019 |
| Numerical modelling of installation effects for diaphragm walls in sand R Conti, L de Sanctis, GMB Viggiani Acta Geotechnica 7, 219-237, 2012 | 37 | 2012 |
| An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group R Di Laora, Y Grossi, L de Sanctis, GMB Viggiani Soil Dynamics and Earthquake Engineering 97, 424-438, 2017 | 34 | 2017 |
| Geotechnical aspects of underground railway construction in the urban environment: the examples of Rome and Naples GMB Viggiani, L de Sanctis Geological Society, London, Engineering Geology Special Publications 22 (1 …, 2009 | 31 | 2009 |
| The beneficial role of piles on the seismic loading of structures M Iovino, R Di Laora, E Rovithis, L de Sanctis Earthquake Spectra 35 (3), 1141-1162, 2019 | 25 | 2019 |
| 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 | 23 | 2003 |
| Centrifuge modelling of the behaviour of pile groups under vertical eccentric load L De Sanctis, R Di Laora, TK Garala, SPG Madabhushi, GMB Viggiani, ... Soils and Foundations 61 (2), 465-479, 2021 | 18 | 2021 |
| Piles as settlement reducers: a case history G Russo, C Viggiani, L de Sanctis Advances in geotechnical engineering: The Skempton conference: Proceedings …, 2004 | 18 | 2004 |
| Piled raft on layered soils L De Sanctis, G Russo, C Viggiani Proceedings of the ninth international conference on piling and deep …, 2002 | 16 | 2002 |
| Seismic performance of bridge piers: Caisson vs pile foundations R Conti, R Di Laora, V Licata, M Iovino, L de Sanctis Soil Dynamics and Earthquake Engineering 130, 105985, 2020 | 15 | 2020 |
| Vulnerabilità sismica di edifici fondati su pali: importanza dell'interazione fondazione-terreno-struttura L DE SANCTIS, M Iovino, R DI LAORA Analisi e progetto delle opere geotecniche in zona sismica. Atti Conferenze …, 2018 | 15 | 2018 |
| Failure envelopes of pile groups under inclined and eccentric load M Iovino, RMS Maiorano, L De Sanctis, S Aversa Géotechnique Letters 11 (4), 247-253, 2021 | 12 | 2021 |
| Finite element analysis of the excavation of the new Garibaldi station of Napoli underground L De Sanctis, A Mandolini, G Viggiani Proc. int. conf. numerical simulation of construction processes in …, 2006 | 10 | 2006 |
Raffaele Di LaoraUniversità della Campania "Luigi Vanvitelli"Verified email at unicampania.it
