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 |
Preliminary validation of a novel method for the assessment of effective stress state in partially saturated soils by cone penetration tests D Lo Presti, S Stacul, C Meisina, M Bordoni, M Bittelli Geosciences 8 (1), 30, 2018 | 22 | 2018 |
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 |
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 |
Simplified assessment of pile-head kinematic demand in layered soil S Stacul, N Squeglia Soil Dynamics and Earthquake Engineering 130, 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 |
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 |
Free-field seismic response analysis: The Piazza dei Miracoli in Pisa case study A Angina, A Steri, S Stacul, DL Presti International Journal of Geotechnical Earthquake Engineering (IJGEE) 9 (1), 1-21, 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 |
Kinematic soil–pile interaction under earthquake-induced nonlinear soil and pile behavior: an equivalent-linear approach S Stacul, E Rovithis, R Di Laora Journal of Geotechnical and Geoenvironmental Engineering 148 (7), 04022055, 2022 | 7 | 2022 |
Analysis of piles and piled raft foundation under horizontal load S Stacul University of Florence - Technical University of Braunschweig, 2018 | 6 | 2018 |
The restoration of San Paolo Church in Pisa: geotechnical aspects N Squeglia, S Stacul, E Diddi Rivista Italiana di Geotecnica 49, 58-69, 2015 | 6 | 2015 |
Implementation and use of a mechanical cone penetration test database for liquefaction hazard assessment of the coastal area of the Tuscany region S Stacul, A Magalotti, M Baglione, C Meisina, D Lo Presti Geosciences 10 (4), 128, 2020 | 5 | 2020 |
Effect of non-linear soil response and pile post-cracking behavior on seismically induced bending moments in fixed-head long piles S Stacul, A Franceschi, N Squeglia 7th International Conference on Earthquake Geotechnical Engineering (7 ICEGE …, 2019 | 4 | 2019 |
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa N Squeglia, S Stacul, AA Abed, T Benz, M Leoni Computers and Geotechnics 102 (October), 206-215, 2018 | 3 | 2018 |
Empirical correlations to improve the use of mechanical CPT in the liquefaction potential evaluation and soil profile reconstruction C Meisina, S Stacul, DC Lo Presti 4th International Symposium on Cone Penetration Testing, CPT’18, 435-440, 2018 | 2 | 2018 |
Indagini sui materiali sulle strutture e sul sottosuolo ML Beconcini, D Lo Presti, C Mochi, S Stacul Maria Pacini Fazzi Editore, 2018 | 2 | 2018 |
ONDA (One-dimensional Non-linear Dynamic Analysis): ONDA 1.4 User's Manual Version 1.4 D Lo Presti, S Stacul http://doi.org/10.13140/rg.2.2.32409.83043, 2017 | 2 | 2017 |
CPT PaGE: User Manual - Interpretation and Use S Stacul, I Giusti, D Lo Presti | 2 | 2017 |
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits C Meisina, PS Öztürk Kardoğan, R Bonì, S Stacul, D Castaldini, ... Journal of Geotechnical and Geoenvironmental Engineering 147 (2), 04020169, 2021 | 1 | 2021 |