Zobrazeno 1 - 10
of 65
pro vyhledávání: '"Lucia Mele"'
Publikováno v:
Soils and Foundations, Vol 64, Iss 3, Pp 101466- (2024)
Fully liquefied soils behave like viscous fluids, and models developed within the framework of soil mechanics fail to catch their behaviour on the verge of liquefaction or after it. Several research works have shown that modelling the liquefied soil
Externí odkaz:
https://doaj.org/article/1f7269a03eac4a00970cfa1c0b297dc1
The conservation of monuments and historic sites is one of the most challenging problems facing modern civilization. It involves, in inextricable patterns, factors belonging to different fields (cultural, humanistic, social, technical, economical, ad
Publikováno v:
Geosciences, Vol 14, Iss 6, p 140 (2024)
Earthquake-induced soil liquefaction is a catastrophic phenomenon that can damage existing building foundations and other structures, resulting in significant economic losses. Traditional mitigation techniques against liquefaction present critical as
Externí odkaz:
https://doaj.org/article/b1133e945fb84e8480a3ea1555a2efce
Induced Partial Saturation (IPS) is one of the most innovative and promising countermeasures to mitigate soil liquefaction risk. Mechanical benefits of air/gas bubbles occluded within the pore water have been studied in the last decade through undrai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aedf8daaca78ad3602790ab8731e7613
https://hdl.handle.net/11588/921230
https://hdl.handle.net/11588/921230
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1ff880989299da7e7d23b0dbe9266521
http://hdl.handle.net/11588/895224
http://hdl.handle.net/11588/895224
Within the European project LIQUEFACT some activities have been devoted to the experimental verification of the effectiveness of two techniques in the mitigation of soil liquefaction susceptibility: induced partial saturation (IPS) and horizontal dra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4aa394c295e2e6df3bab00fa2181c53c
http://hdl.handle.net/11697/160656
http://hdl.handle.net/11697/160656
Publikováno v:
Geotechnical Research for Land Protection and Development-Proceedings of CNRIG 2019
Lecture Notes in Civil Engineering ISBN: 9783030213589
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering-Geotechnical Research for Land Protection and Development
Lecture Notes in Civil Engineering ISBN: 9783030213589
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering-Geotechnical Research for Land Protection and Development
The main aim of this work is to study the effectiveness of densification as a mitigation technique against liquefaction, by means of cyclic simple shear tests carried out on specimens reconstituted at several relative densities. The adopted cyclic si
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::027f2f5a8babb21ab49d92dc482e49a2
https://hdl.handle.net/11588/776722
https://hdl.handle.net/11588/776722
In engineering practice, the liquefaction potential of a sandy soil is usually evaluated with a semi-empirical, stress-based approach computing a factor of safety in free field conditions, defined as the ratio between the liquefaction resistance (cap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::deed184f2755510da78d0ab1b2a432c1
http://hdl.handle.net/11697/160655
http://hdl.handle.net/11697/160655
This book contains the invited lectures presented at the 3th International Symposium on Geotechnical Engineering for the Preservation of Monuments and Historic Sites (IS NAPOLI 2022, Naples, Italy, 22-24 June 2022). It collects the opening address, t