| 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 | 128 | 2013 |
| 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 | 119 | 2012 |
| Kinematic bending of fixed-head piles in nonhomogeneous soil R Di Laora, E Rovithis Journal of Geotechnical and Geoenvironmental Engineering 141 (4), 04014126, 2015 | 96 | 2015 |
| Pile‐head kinematic bending in layered soil R Di Laora, G Mylonakis, A Mandolini Earthquake Engineering & Structural Dynamics 42 (3), 319-337, 2013 | 81 | 2013 |
| Rational design of piled raft A Mandolini, R Di Laora, Y Mascarucci Procedia Engineering 57, 45-52, 2013 | 64 | 2013 |
| 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 |
| Axial kinematic response of end‐bearing piles to P waves G Anoyatis, R Di Laora, G Mylonakis International Journal for Numerical and Analytical Methods in Geomechanics …, 2013 | 43 | 2013 |
| Bearing capacity of pile groups under vertical eccentric load R Di Laora, L de Sanctis, S Aversa Acta Geotechnica 14, 193-205, 2019 | 37 | 2019 |
| 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 |
| Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling TK Garala, GSP Madabhushi, R Di Laora Géotechnique 72 (2), 146-161, 2022 | 27 | 2022 |
| 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 |
| Ultimate lateral load of slope-stabilising piles R Di Laora, RMS Maiorano, S Aversa Géotechnique Letters 7 (3), 237-244, 2017 | 23 | 2017 |
| Size limitations for piles in seismic regions R Di Laora, G Mylonakis, A Mandolini Earthquake Spectra 33 (2), 729-756, 2017 | 21 | 2017 |
| 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 | 20 | 2020 |
| Dynamic pile impedances for fixed-tip piles G Anoyatis, R Di Laora, A Lemnitzer Soil Dynamics and Earthquake Engineering 97, 454-467, 2017 | 20 | 2017 |
| A simple method for N‐M interaction diagrams of circular reinforced concrete cross sections R Di Laora, C Galasso, G Mylonakis, E Cosenza Structural Concrete 21 (1), 48-55, 2020 | 19 | 2020 |
| 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 |
| Seismic soil-structure interaction for pile supported systems R Di Laora Napoli: University of Napoli “Federico II, 2009 | 17 | 2009 |
| 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 |
Alessandro MandoliniProfessore di GeotecnicaVerified email at unina2.it
