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dc.contributor.authorPinyol Puigmartí, Núria Mercè
dc.contributor.authorAlonso Pérez de Agreda, Eduardo
dc.contributor.authorCorominas Dulcet, Jordi
dc.contributor.authorMoya Sánchez, José
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-01-31T18:54:15Z
dc.date.available2020-01-31T18:54:15Z
dc.date.issued2012-03
dc.identifier.citationPinyol, N.M. [et al.]. Canelles landslide: modelling rapid drawdown and fast potential sliding. "Landslides", Març 2012, vol. 9, núm. 1, p. 33-51.
dc.identifier.issn1612-510X
dc.identifier.urihttp://hdl.handle.net/2117/176414
dc.descriptionThe final publication is available at Springer via http://dx.doi.org/10.1007/s10346-011-0264-x
dc.description.abstractA large landslide (40 × 106 m3) was reactivated on the left bank of Canelles reservoir, Spain. The instability was made evident after a considerable reduction of the reservoir level. The drawdown took place during the summer of 2006 after several years of high water levels. The drawdown velocity reached values between 0.5 and 1.2 m/day (registered at low elevations). The paper reports the geological and geotechnical investigations performed to define the movement. The geometry of the slip surface was established from the detailed analysis of the continuous cores recovered in deep borings and from limited information provided by inclinometers. Deep piezometric records provided also valuable information on the pore water pressure in the vicinity of the failure surface. These data allowed validating a flow–deformation coupled calculation model, which takes into account the changes in water level that occurred 4 years previous to the failure as well as the average rainfall. The analysis indicates that the most likely reason for the instability is the rapid drawdown that took place during the summer of 2006. The potential sudden acceleration of the slide is also analysed in the paper introducing coupled thermal hydraulic and mechanical effects that may develop at the basal shearing surface of the sliding mass. The results indicate that the slide velocity may reach values around 16 m/s when displacement reaches 250 m.
dc.format.extent19 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshSlopes (Soil mechanics)
dc.subject.lcshReservoir drawdown
dc.subject.otherAnalysis
dc.subject.otherFast sliding
dc.subject.otherFinite elements
dc.subject.otherLandslide
dc.subject.otherModelling
dc.subject.otherRapid drawdown
dc.subject.otherStabilisation
dc.titleCanelles landslide: modelling rapid drawdown and fast potential sliding
dc.typeArticle
dc.subject.lemacTalussos (Mecànica dels sòls)
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1007/s10346-011-0264-x
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://link.springer.com/article/10.1007/s10346-011-0264-x
dc.rights.accessOpen Access
local.identifier.drac10256560
dc.description.versionPostprint (author's final draft)
local.citation.authorPinyol, N.M.; Alonso, E.; Corominas, J.; Moya, J.
local.citation.publicationNameLandslides
local.citation.volume9
local.citation.number1
local.citation.startingPage33
local.citation.endingPage51


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