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dc.contributor.authorGens Solé, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-03-04T11:06:47Z
dc.date.available2020-03-04T11:06:47Z
dc.date.issued2019
dc.identifier.citationGens, A. Hydraulic fills with special focus on liquefaction. A: European Conference on Soil Mechanics and Geotechnical Engineering. "Proceedings of the XVII ECSMGE-2019: Geotechnical Engineering foundation of the future". International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE), 2019, p. 1-31.
dc.identifier.isbn978-9935-9436-1-3
dc.identifier.urihttp://hdl.handle.net/2117/179180
dc.description.abstractHydraulic fills are often deposited in a loose state making them susceptible to liquefaction. The paper focuses on flow/static liquefaction, a phenomenon that has led to a number of catastrophic failures. The current understanding of flow/static liquefaction, based on the concepts of critical/steady state and state parameter, is reviewed. Theoretical concepts such as that of controllability lead to a more rigorous definition of the undrained instability phenomena associated with flow liquefaction. Hydraulic fills are often characterised by in situ tests. Advanced numerical analyses of the piezocone penetration test (CPTu) on soils exhibiting undrained softening are presented and discussed. Two case histories involving the liquefaction of hydraulic fills are described. The first one concerns a tailings dam where hydraulic fill liquefaction was a consequence of an independent foundation failure. Tailings liquefaction, however, was the major contributor to the devastating consequences of the failure. The second case is the failure of a harbour quay where backfill liquefaction was the immediate cause of the failure and its consequences. Some general considerations on the liquefaction of hydraulic fills close the paper.
dc.format.extent31 p.
dc.language.isoeng
dc.publisherInternational Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshHydraulic filling
dc.subject.otherHydraulic fills
dc.subject.otherLiquefaction
dc.subject.otherBrittleness
dc.subject.otherTailing dams
dc.subject.otherQuays
dc.titleHydraulic fills with special focus on liquefaction
dc.title.alternativeRemblais hydrauliques en dédiant une attention particulière à la liquéfaction
dc.typeConference report
dc.subject.lemacMecànica dels sòls
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.relation.publisherversionhttps://www.issmge.org/uploads/publications/51/75/1114-ecsmge-2019_Gens%20K3-keynote%20paper.pdf
dc.rights.accessOpen Access
local.identifier.drac27009377
dc.description.versionPostprint (published version)
local.citation.authorGens, A.
local.citation.contributorEuropean Conference on Soil Mechanics and Geotechnical Engineering
local.citation.publicationNameProceedings of the XVII ECSMGE-2019: Geotechnical Engineering foundation of the future
local.citation.startingPage1
local.citation.endingPage31


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