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dc.contributor.authorMonforte Vila, Lluís
dc.contributor.authorCiantia, Matteo Oryem
dc.contributor.authorCarbonell Puigbó, Josep Maria
dc.contributor.authorArroyo Alvarez de Toledo, Marcos
dc.contributor.authorGens Solé, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2019-10-08T06:51:52Z
dc.date.issued2019-12
dc.identifier.citationMonforte, L. [et al.]. A stable mesh-independent approach for numerical modelling of structured soils at large strains. "Computers and geotechnics", Desembre 2019, vol. 116, p. 103215-1-103215-14.
dc.identifier.issn0266-352X
dc.identifier.urihttp://hdl.handle.net/2117/169339
dc.description.abstractWe describe the large strain implementation of an elasto-plastic model for structured soils into G-PFEM, a code developed for geotechnical simulations using the Particle Finite Element Method. The constitutive model is appropriate for naturally structured clays, cement-improved soils and soft rocks. Structure may result in brittle behavior even in contractive paths; as a result, localized failure modes are expected in most applications. To avoid the pathological mesh-dependence that may accompany strain localization, a nonlocal reformulation of the model is employed. The resulting constitutive model is incorporated into a numerical code by means of a local explicit stress integration technique. To ensure computability this is hosted within a more general Implicit-Explicit integration scheme (IMPLEX). The good performance of these techniques is illustrated by means of element tests and boundary value problems.
dc.language.isoeng
dc.publisherElsevier
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshElastoplasticity--Mathematical models
dc.subject.lcshSoil mechanics--Mathematical models
dc.subject.otherPFEM
dc.subject.otherStructured soils
dc.subject.otherNonlocal elasto-plasticity
dc.subject.otherConstitutive modeling
dc.titleA stable mesh-independent approach for numerical modelling of structured soils at large strains
dc.typeArticle
dc.subject.lemacMecànica dels sòls -- Mètodes numèrics
dc.subject.lemacElastoplasticitat
dc.contributor.groupUniversitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1016/j.compgeo.2019.103215
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0266352X19302794
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac25839674
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/AEI/BIA2017-84752-R
dc.date.lift2021-08-31
local.citation.authorMonforte, L.; Ciantia, M.; Carbonell, J.M.; Arroyo, M.; Gens, A.
local.citation.publicationNameComputers and geotechnics
local.citation.volume116
local.citation.startingPage103215-1
local.citation.endingPage103215-14


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Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain