| Innovative analysis of a buried operating pipeline subjected to strike-slip fault movement G Banushi, N Squeglia, K Thiele Soil dynamics and earthquake engineering 107, 234-249, 2018 | 50 | 2018 |
| Influence of tension stiffening on the flexural stiffness of reinforced concrete circular sections F Morelli, C Amico, W Salvatore, N Squeglia, S Stacul Materials 10 (6), 669, 2017 | 29 | 2017 |
| A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa S Caprili, F Mangini, S Paci, W Salvatore, MG Bevilacqua, E Karwacka, ... Bulletin of Earthquake Engineering 15, 4851-4886, 2017 | 28 | 2017 |
| KIN SP: A boundary element method based code for single pile kinematic bending in layered soil S Stacul, N Squeglia Journal of Rock Mechanics and Geotechnical Engineering 10 (1), 176-187, 2018 | 21* | 2018 |
| Seismic analysis of a buried operating steel pipeline with emphasis on the equivalent-boundary conditions G Banushi, N Squeglia Journal of Pipeline Systems Engineering and Practice 9 (3), 04018005, 2018 | 20 | 2018 |
| Role of monitoring in historical building restoration: The case of Leaning Tower of Pisa N Squeglia, G Bentivoglio International Journal of Architectural Heritage 9 (1), 38-47, 2015 | 20 | 2015 |
| Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections S Stacul, N Squeglia, F Morelli Applied Sciences 7 (12), 1310, 2017 | 19 | 2017 |
| The leaning tower of pisa JB Burland, M Jamiolkowski, N Squeglia, C Viggiani Geotechnics and Heritage, CRC Press, London, 207-227, 2013 | 19 | 2013 |
| Simplified assessment of pile-head kinematic demand in layered soil S Stacul, N Squeglia Soil Dynamics and Earthquake Engineering 130, 105975, 2020 | 16 | 2020 |
| Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections S Stacul, N Squeglia Materials 11 (2), 300, 2018 | 16 | 2018 |
| Numerical and experimental analysis of the leaning Tower of Pisa under earthquake G Fiorentino, D Lavorato, G Quaranta, A Pagliaroli, G Carlucci, C Nuti, ... Procedia Engineering 199, 3350-3355, 2017 | 16 | 2017 |
| Interpretation of CPTu in “unusual” soils DC LO PRESTI, I Giusti, B Cosanti, N Squeglia, E Pagani Rivista Italiana di Geotecnica 4, 25-44, 2016 | 16 | 2016 |
| Seismic reassessment of the leaning tower of Pisa: Dynamic monitoring, site response, and SSI G Fiorentino, G Quaranta, G Mylonakis, D Lavorato, A Pagliaroli, ... Earthquake Spectra 35 (2), 703-736, 2019 | 14 | 2019 |
| Applicabilità di prove penetrometriche statiche nella ricostruzione del profilo stratigrafico D Lo Presti, C Meisina, N Squeglia Rivista italiana di geotecnica 43, 9-33, 2009 | 14 | 2009 |
| One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of Pisa’s subsoil G Fiorentino, C Nuti, N Squeglia, D Lavorato, S Stacul Geosciences 8 (7), 228, 2018 | 13 | 2018 |
| PRaFULL: A method for the analysis of piled raft foundation under lateral load S Stacul, N Squeglia, G Russo Geomechanics and Engineering 20 (5), 433-445, 2020 | 11 | 2020 |
| Electro-osmosis to stabilise the leaning Tower of Pisa C Viggiani, N Squeglia Rivista Italiana di Geotecnica, 29-37, 2003 | 10 | 2003 |
| The Tower of Pisa: History, Construction and Geotechnical Stabilization JB Burland, MB Jamiolkowski, N Squeglia, C Viggiani CRC Press, 2020 | 8 | 2020 |
| Evaluating degree of compaction of levees using cone penetration testing D Lo Presti, N Squeglia, B Cosanti Journal of GeoEngineering 13 (3), 121-134, 2018 | 8 | 2018 |
| Behavior of the leaning tower of Pisa: analysis of experimental data from structural dynamic monitoring R Bartelletti, G Fiorentino, G Lanzo, D Lavorato, GC Marano, G Monti, ... Applied Mechanics and Materials 847, 445-453, 2016 | 7 | 2016 |
