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Stefano Stacul
Stefano Stacul
Department of Civil and Industrial Engineering, University of Pisa
Verified email at ing.unipi.it
Title
Cited by
Cited by
Year
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
292017
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
222018
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
192017
Simplified assessment of pile-head kinematic demand in layered soil
S Stacul, N Squeglia
Soil Dynamics and Earthquake Engineering 130, 2020
162020
Analysis Method for Laterally Loaded Pile Groups Using an Advanced Modeling of Reinforced Concrete Sections
S Stacul, N Squeglia
Materials 11 (2), 300, 2018
162018
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
132018
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
132018
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
112020
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
72022
Analysis of piles and piled raft foundation under horizontal load
S Stacul
University of Florence - Technical University of Braunschweig, 2018
62018
The restoration of San Paolo Church in Pisa: geotechnical aspects
N Squeglia, S Stacul, E Diddi
Rivista Italiana di Geotecnica 49, 58-69, 2015
62015
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
52020
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
42019
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
32018
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
22018
Indagini sui materiali sulle strutture e sul sottosuolo
ML Beconcini, D Lo Presti, C Mochi, S Stacul
Maria Pacini Fazzi Editore, 2018
22018
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
22017
CPT PaGE: User Manual - Interpretation and Use
S Stacul, I Giusti, D Lo Presti
22017
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
12021
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