Zobrazeno 1 - 10
of 75
pro vyhledávání: '"NUNZIANTE SQUEGLIA"'
Autor:
Stefano Stacul, Nunziante Squeglia
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 1, Pp 176-187 (2018)
In high seismicity areas, it is important to consider kinematic effects to properly design pile foundations. Kinematic effects are due to the interaction between pile and soil deformations induced by seismic waves. One of the effect is the arise of s
Externí odkaz:
https://doaj.org/article/ca18bd6b83d14b3b86010e471af44b6c
Publikováno v:
Geosciences, Vol 8, Iss 7, p 228 (2018)
The Leaning Tower of Pisa was built between 1173 and 1360 and began to lean at the beginning of its construction. Extensive investigations to reveal the causes of the tilting only began in the early 20th century. Although few earthquakes have been re
Externí odkaz:
https://doaj.org/article/6314f6748143443fadf543af5959bb3f
Publikováno v:
Applied Sciences, Vol 7, Iss 12, p 1310 (2017)
A hybrid BEM-p-y curves approach was developed for the single pile analysis with free/fixed head restraint conditions. The method considers the soil non-linear behaviour by means of p-y curves in series to a multi-layered elastic half-space. The non-
Externí odkaz:
https://doaj.org/article/6c22276f2f52461fa55242b68af0f55b
Publikováno v:
Proceedings of the 14th International Joint Conference on Computational Intelligence.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3e7d04d159d8c2a83a47603138e1c7a
https://doi.org/10.5220/0011551800003332
https://doi.org/10.5220/0011551800003332
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783030645175
The key factors governing the lateral response of a pile group include the pile-head connection rigidity, the pile-soil relative stiffness, the pile spacing ratio, the pile group size and the pile/soil nonlinear response. Since the earlier experiment
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6f9c0d68747d692ed992adc8cea6c26
https://doi.org/10.1007/978-3-030-64518-2_12
https://doi.org/10.1007/978-3-030-64518-2_12
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030213589
The paper focuses on the global instability of levees by analyzing those factors that contribute to the earthwork stability. Moreover, the effectiveness of naturalistic methods is reviewed. Global instability is caused by gravity and seepage forces.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::123adfd679ea7493b0317cb8a792f02c
https://doi.org/10.1007/978-3-030-21359-6_12
https://doi.org/10.1007/978-3-030-21359-6_12
Autor:
Nunziante Squeglia, Stefano Stacul
Publikováno v:
World Congress on Civil, Structural, and Environmental Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc96429d97a83796230710a60ae23dc4
https://doi.org/10.11159/icgre19.161
https://doi.org/10.11159/icgre19.161
Autor:
Giuseppe Quaranta, Camillo Nuti, Giorgia Carlucci, Fabio Sabetta, Davide Lavorato, Giorgio Monti, Gabriele Fiorentino, Giuseppe Carlo Marano, Nunziante Squeglia, Maurizio Piersanti, Raffaello Bartelletti, Giuseppe Della Monica, Alessandro Pagliaroli, Giuseppe Lanzo
Publikováno v:
Procedia Engineering. 199:3350-3355
Twenty years have passed from the most recent studies about the dynamic behavior of the leaning Tower of Pisa. Significant changes have occurred in the meantime, the most important ones concerning the soil-structure interaction. From 1999 to 2001, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2110858fc714c8dd7a08618576d2a70d
https://doi.org/10.1016/j.proeng.2017.09.559
https://doi.org/10.1016/j.proeng.2017.09.559
Autor:
Fabio Sabetta, Nunziante Squeglia, Gabriele Fiorentino, Davide Lavorato, Camillo Nuti, Giuseppe Carlo Marano, Giuseppe Lanzo, Giorgio Monti, Giuseppe Quaranta, Raffaello Bartelletti
Publikováno v:
Applied Mechanics and Materials. 847:454-462
The most recent studies about the seismic behavior of the leaning Tower of Pisa that consider the soil-foundation-structure interaction date back to twenty years ago. From 1999 to 2001, the foundation of the monument was consolidated by means of unde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63fd44e8fd5aaa9be8f6523cdf231dcc
https://doi.org/10.4028/www.scientific.net/amm.847.454
https://doi.org/10.4028/www.scientific.net/amm.847.454