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dc.contributor.authorAlonso Pérez de Agreda, Eduardo
dc.contributor.authorZervos, Antonis
dc.contributor.authorPinyol Puigmartí, Núria Mercè
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-05-05T14:08:34Z
dc.date.available2016-05-05T14:08:34Z
dc.date.issued2015-10
dc.identifier.citationAlonso, E., Zervos, A., Pinyol, N.M. Thermo-poro-mechanical analysis of landslides: from creeping behaviour to catastrophic failure. "Géotechnique", Octubre 2015, vol. 63, núm. 3, p. 202-2019.
dc.identifier.issn0016-8505
dc.identifier.urihttp://hdl.handle.net/2117/86648
dc.description.abstractThe scope of the paper encompasses planar and compound sliding motions, which may exhibit creeping behaviour during a certain period but may evolve to a very rapid motion. Thermo-mechanical interactions, at the scale of the sliding surface, are accepted as a critical aspect to explain these motion phases and their relationship. The sliding kinetics and global equilibrium are described at a large scale and the evolving shearing strength at the sliding surface derives from the local analysis of the shearing band and its vicinity. Pore pressures, temperatures and related variables are calculated by resolving a set of balance equations. The paper describes the transition from creeping motions to a rapid event. Results are found in terms of dimensionless numbers. Calculation of the slide evolution requires special numerical techniques described in the paper. Band permeability is found to be the dominant property controlling the triggering of fast motions. The creeping stage and the eventual slide blow-up are intimately linked. This relationship is explored in the paper. The models presented can be readily used to back-analyse relevant case histories or, in principle, even to carry out predictive modelling, provided an adequate calibration is available for the material parameters.
dc.format.extent1818 p.
dc.language.isoeng
dc.publisherThomas Telford
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria dels materials::Assaig de materials::Assaigs de corrosió
dc.subject.lcshStrength of materials
dc.subject.othercreep landslides pore pressures
dc.subject.othershear strength strain localisation temperature effects
dc.titleThermo-poro-mechanical analysis of landslides: from creeping behaviour to catastrophic failure
dc.typeArticle
dc.subject.lemacResistència de materials
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1680/jgeot.15.LM.006
dc.description.peerreviewedPeer Reviewed
dc.description.awardwinningAward-winning
dc.relation.publisherversionhttp://www.icevirtuallibrary.com/doi/abs/10.1680/jgeot.15.LM.006
dc.rights.accessOpen Access
local.identifier.drac17407941
dc.description.versionPostprint (author's final draft)
local.citation.authorAlonso, E.; Zervos, A.; Pinyol, N.M.
local.citation.publicationNameGéotechnique
local.citation.volume63
local.citation.number3
local.citation.startingPage202
local.citation.endingPage2019


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