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dc.contributor.authorMonforte Vila, Lluís
dc.contributor.authorArroyo Alvarez de Toledo, Marcos
dc.contributor.authorGens Solé, Antonio
dc.contributor.authorCarbonell Puigbó, Josep Maria
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.accessioned2019-01-22T23:56:42Z
dc.date.issued2018
dc.identifier.citationMonforte, L., Arroyo, M., Gens, A., Carbonell, J.M. Three-dimensional analysis of penetration problems using G-PFEM. A: European Conference on Numerical Methods in Geotechnical Engineering. "Numerical Methods in Geotechnical Engineering IX: proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal". CRC Press, 2018, p. 643-650.
dc.identifier.isbn978-1-138-54446-8
dc.identifier.otherhttps://www.researchgate.net/publication/327919108_Three-dimensional_analysis_of_penetration_problems_using_G-PFEM
dc.identifier.urihttp://hdl.handle.net/2117/127392
dc.description.abstractNumerical simulation of large displacement problems in geomechanics has attracted the interest of many researchers over the past decades. In many circumstances these problems can be treated as two dimensional: plane stress or axisymmetric. However, some problems -such as the penetration of a square foundation or the DMT- do not enjoy any of these conditions. This contribution presents the extension to three dimensions of a numerical code for the simulation of large displacement fluid-saturated porous media at large strains. The proposal relies, on one hand, on the Particle Finite Element Method, known for its capability to tackle large deformations and rapid changing boundaries, and, on the other hand, on constitutive descriptions well established in current geotechnical analyses. The performance of the method is assessed in several benchmark examples, ranging from the insertion of a rigid square footing to a rough ball penetrometer.
dc.format.extent8 p.
dc.language.isoeng
dc.publisherCRC Press
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshSoil penetration test
dc.titleThree-dimensional analysis of penetration problems using G-PFEM
dc.typeConference lecture
dc.subject.lemacMecànica dels sòls -- Mètodes numèrics
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.contributor.groupUniversitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.relation.publisherversionhttps://www.crcpress.com/Numerical-Methods-in-Geotechnical-Engineering-IX-Proceedings-of-the-9th/Cardoso-Borges-Costa-Gomes-Marques-Vieira/p/book/9781138544468
dc.rights.accessRestricted access - publisher's policy
drac.iddocument23618765
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO/BIA2014-59467-R
dc.date.lift10000-01-01
upcommons.citation.authorMonforte, L., Arroyo, M., Gens, A., Carbonell, J.M.
upcommons.citation.contributorEuropean Conference on Numerical Methods in Geotechnical Engineering
upcommons.citation.publishedtrue
upcommons.citation.publicationNameNumerical Methods in Geotechnical Engineering IX: proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal
upcommons.citation.startingPage643
upcommons.citation.endingPage650


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