{"id":{"repo_id":"catania","oai_identifier":"oai:www.iris.unict.it:20.500.11769/594396"},"canonical_url":"https://search.dev.ndltd.org/etd/catania/oai:www.iris.unict.it:20.500.11769/594396","repository":{"repo_id":"catania","name":"Università degli Studi di Catania","base_url":"https://www.iris.unict.it/oai/request"},"display":{"title":"Seismic analysis of inclined shallow granular deposits","abstract":"In the last decades many attempts for understanding the cyclic and dynamic behaviour of soft soils have been devoted by the scientific community. The aim of this thesis consists to investigate the mechanical response of two granular material (Hostun and Toyoura sand) in cyclic/dynamic conditions. In this paper some relationships between permanent displacement, evaluated by means of the code VIBRAZIONE and the Newmark method, and earthquake parameters, such as critical acceleration ratio, Arias Intensity and Destructive Power, have been investigated.","abstract_html":"In the last decades many attempts for understanding the cyclic and dynamic behaviour of soft soils have been devoted by the scientific community. The aim of this thesis consists to investigate the mechanical response of two granular material (Hostun and Toyoura sand) in cyclic/dynamic conditions. In this paper some relationships between permanent displacement, evaluated by means of the code VIBRAZIONE and the Newmark method, and earthquake parameters, such as critical acceleration ratio, Arias Intensity and Destructive Power, have been investigated.","abstract_has_math":false,"creators":["NICOLOSI, MASSIMO"],"institution":"Università degli studi di Catania","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":["MAUGERI, Michele"],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2011,"date_issued":"2011-12-08","date_published":"2011-12-08","updated_at":"2026-07-24T01:35:17Z","subjects":["numerical analysis, elastoviscoplastic model, slope instability"],"languages":["eng"],"rights":["info:eu-repo/semantics/openAccess","license:PUBBLICO - Pubblico con Copyright","license uri:iris.PUB02"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"https://hdl.handle.net/20.500.11769/594396","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Nicolosi, Massimo","MAUGERI, Michele"]},{"key":"dc:creator","label":"Author","values":["NICOLOSI, MASSIMO"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2011-12-08"]},{"key":"dc:publisher","label":"Institution","values":["Università degli studi di Catania","place:Catania"]},{"key":"dc:type","label":"Dc Type","values":["info:eu-repo/semantics/doctoralThesis"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["numerical analysis, elastoviscoplastic model, slope instability"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["info:eu-repo/semantics/openAccess","license:PUBBLICO - Pubblico con Copyright","license uri:iris.PUB02"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["https://hdl.handle.net/20.500.11769/594396"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["In the last decades many attempts for understanding the cyclic and dynamic behaviour of soft soils have been devoted by the scientific community. The aim of this thesis consists to investigate the mechanical response of two granular material (Hostun and Toyoura sand) in cyclic/dynamic conditions. In this paper some relationships between permanent displacement, evaluated by means of the code VIBRAZIONE and the Newmark method, and earthquake parameters, such as critical acceleration ratio, Arias Intensity and Destructive Power, have been investigated."]},{"key":"dc:title","label":"Title","values":["Seismic analysis of inclined shallow granular deposits"]}]}],"canonical_facts":{"dc:contributor":["Nicolosi, Massimo","MAUGERI, Michele"],"dc:creator":["NICOLOSI, MASSIMO"],"dc:date":["2011-12-08"],"dc:description":["In the last decades many attempts for understanding the cyclic and dynamic behaviour of soft soils have been devoted by the scientific community. The aim of this thesis consists to investigate the mechanical response of two granular material (Hostun and Toyoura sand) in cyclic/dynamic conditions. In this paper some relationships between permanent displacement, evaluated by means of the code VIBRAZIONE and the Newmark method, and earthquake parameters, such as critical acceleration ratio, Arias Intensity and Destructive Power, have been investigated."],"dc:identifier":["https://hdl.handle.net/20.500.11769/594396"],"dc:language":["eng"],"dc:publisher":["Università degli studi di Catania","place:Catania"],"dc:rights":["info:eu-repo/semantics/openAccess","license:PUBBLICO - Pubblico con Copyright","license uri:iris.PUB02"],"dc:subject":["numerical analysis, elastoviscoplastic model, slope instability"],"dc:title":["Seismic analysis of inclined shallow granular deposits"],"dc:type":["info:eu-repo/semantics/doctoralThesis"]},"updated_at":"2026-07-24T01:35:17Z"}