Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Vincenzo, Fioravante"'
Autor:
Daniela Giretti, Vincenzo Fioravante
Publikováno v:
Geosciences, Vol 13, Iss 6, p 174 (2023)
This paper reports the results of dynamic centrifuge tests carried out on sandy models alternatively equipped with vertical or horizontal drains. The main aim of the experimentation was to investigate the use of horizontal drains to mitigate the liqu
Externí odkaz:
https://doaj.org/article/cc936de909644829aa6ba6014d614e73
Autor:
Elena Dodaro, Marianna, Pirone, CARMINE GERARDO GRAGNANO, Roberta, Ventini, Daniela, Giretti, Francesco, Zarattini, Vincenzo, Fioravante, Fabio, Gabrieli, GUIDO GOTTARDI, Claudio, Mancuso, Paolo, Simonini
Publikováno v:
Alma Mater Studiorum Università di Bologna-IRIS
Il frequente manifestarsi di eventi alluvionali per collasso di opere in terra costituisce un problema di particolare rilevanza nella valutazione del rischio idrogeologico e della pianificazione territoriale. In questo contesto risulta cruciale un’
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::59e02ee1beee1570d8bdc6e454e4b708
http://hdl.handle.net/11585/833666
http://hdl.handle.net/11585/833666
Autor:
Elena, Dodaro, Marianna, Pirone, Carmine Gerardo Gragnano, Roberta, Ventini, Daniela, Giretti, Zarattini, Francesco, Vincenzo, Fioravante, Gabrieli, Fabio, Guido, Gottardi, Claudio, Mancuso, Simonini, Paolo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3657::e87a087a501aba51dd085bc2cfef4bdf
http://hdl.handle.net/11577/3413178
http://hdl.handle.net/11577/3413178
The results of dynamic centrifuge tests carried out to study the effects of seismic input, fine crust and existing structure on liquefaction triggering and manifestations are presented. The basic concept of the experimentation was to analyse the seis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0d4b76d0bbea6ab86051874ddc8c3577
http://hdl.handle.net/10446/189877
http://hdl.handle.net/10446/189877
Autor:
Roberta, Ventini, Daniela, Giretti, Elena, Dodaro, Carmine Gerardo Gragnano, Zarattini, Francesco, Marianna, Pirone, Vincenzo, Fioravante, Gabrieli, Fabio, Guido, Gottardi, Claudio, Mancuso, Simonini, Paolo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3657::05e9f8b04eb1e7a3ba76ee9d65e75617
http://hdl.handle.net/11577/3413181
http://hdl.handle.net/11577/3413181
Modelling earthquake-induced soil liquefaction and assessing its consequences to overlying buildings are still delicate and challenging tasks in geotechnical earthquake engineering. Having been carried out within the European H2020 LIQUEFACT project,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::838f79a4814283a0d2f831be722ae975
http://hdl.handle.net/11392/2425003
http://hdl.handle.net/11392/2425003
This paper focuses on the properties of a crushable, uncemented, carbonate sand, retrieved from an artificial island to be used for petroleum production offshore of the United Arab Emirates. The sand was dredged from an offshore borrow area, placed h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aa68277c13865d300b641e6b15645c30
http://hdl.handle.net/11392/2381809
http://hdl.handle.net/11392/2381809
Autor:
Vincenzo Fioravante, Alessandro Flora, Anna Chiaradonna, V. Nappa, Lucia Mele, Gianluca Fasano, Emilio Bilotta, Stefania Lirer
Publikováno v:
Scopus-Elsevier
Prpc. of the IABSE Symposium 2019 Guimaraes-Towards a Resilent Built Environment
Prpc. of the IABSE Symposium 2019 Guimaraes-Towards a Resilent Built Environment
Earthquakes induced liquefaction is one of the most significant causes of damage to structures during an earthquake. Ground improvement is currently considered to be the most appropriate mitigation tecnique to prevent soil liquefaction. This work is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::edb4af648bee7f6e87f997dbbe4abb51
https://doi.org/10.2749/guimaraes.2019.0682
https://doi.org/10.2749/guimaraes.2019.0682
This paper describes a project-based cone penetration test (CPT) calibration on a carbonate sand fill that was hydraulically placed and subsequently densified by vibrocompaction. The project involved the development of an artificial island constructe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b649885823991db4db3b9db18927f5cf
http://hdl.handle.net/10446/189852
http://hdl.handle.net/10446/189852
Publikováno v:
Springer Series in Geomechanics and Geoengineering ISBN: 9783319971117
Operational since 1988, the ISMGEO geotechnical centrifuge is a 240 g-ton centrifuge with a nominal radius of 2.2 m. The centrifuge can spin up a model of 400 kg up to 600 g. Since 2010 the centrifuge is equipped with a 1D shaking table able to repro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5135af68dd84d417e65a866ace6ba79e
http://hdl.handle.net/10446/189941
http://hdl.handle.net/10446/189941