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  2. Tesi di dottorato e di master
  3. Ingegneria civile, dell'Ambiente, del Territorio e Architettura. Tesi di dottorato
Please use this identifier to cite or link to this item: https://hdl.handle.net/1889/4156
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dc.contributor.advisorColleselli, Francesco-
dc.contributor.advisorBelloni, Luigi-
dc.contributor.advisorWhittle, Andrew-
dc.contributor.advisorGermaine, John-
dc.contributor.authorSanzeni, Alex-
dc.date.accessioned2020-11-05T09:43:25Z-
dc.date.available2020-11-05T09:43:25Z-
dc.date.issued2006-
dc.identifier.urihttps://hdl.handle.net/1889/4156-
dc.description.abstractChapter 2 presents a literature review on the topics of the study. Chapter 3 describes the most relevant geotechnical characteristics of the Venetian lagoon. Technical details of the laboratory equipment and testing procedures are given in Chapter 4: Chapter 5 presents the experimental Constant Rate of Strain (CRS) program. The experimental results of this study are summarized in Chapter 6. Chapter 7 presents two illustrative one-dimensional settlement calculations. Chapter 8 presents a brief summary of the thesis, with recommendations for further research.en_US
dc.language.isoIngleseen_US
dc.publisherUniversità degli Studi di Parma. Dipartimento di Ingegneria civile e architetturaen_US
dc.publisherUniversità degli Studi di Bresciaen_US
dc.relation.ispartofseriesDottorato di ricerca in Ingegneria geotecnicaen_US
dc.rights© Alex Sanzeni, 2006en_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/it/*
dc.subjectsanden_US
dc.subjectgeotechnicen_US
dc.titleA study on the compression behavior of the Venetian Lagoon silty sanden_US
dc.typeDoctoral thesisen_US
dc.subject.miurICAR/07en_US
Appears in Collections:Ingegneria civile, dell'Ambiente, del Territorio e Architettura. Tesi di dottorato

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