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dc.contributor.authorMonforte Vila, Lluís
dc.contributor.authorCarbonell Puigbó, Josep Maria
dc.contributor.authorGens Solé, Antonio
dc.contributor.authorArroyo Alvarez de Toledo, Marcos
dc.date.accessioned2020-05-20T14:20:25Z
dc.date.available2020-05-20T14:20:25Z
dc.date.issued2015
dc.identifier.isbn978-84-944244-7-2
dc.identifier.isbnAnglès
dc.identifier.urihttp://hdl.handle.net/2117/188293
dc.description.abstractThis paper highlights a computational framework for the numerical analysis of saturated soil-structure interaction problems. The variational equations of linear momentum and mass balance are obtained for the large deformation case. These equations are solved using the Particle Finite Element Method. The paper concludes with a benchmark test and the analysis of a penetration test.
dc.format.extent8 p.
dc.language.isoeng
dc.publisherCIMNE
dc.subject.lcshFinite element method
dc.subject.lcshComputational methods in mechanics
dc.subject.lcshParticle methods (Numerical analysis)
dc.subject.otherPFEM, Porous media, soil mechanics, penetration tests
dc.titleNumerical simulation of penetration problems in geotechnical engineering with the particle finite element method (PFEM)
dc.typeConference report
dc.subject.lemacElements finits, Mètode dels
dc.rights.accessOpen Access
local.citation.contributorPARTICLES IV
local.citation.publicationNamePARTICLES IV : proceedings of the IV International Conference on Particle-Based Methods : fundamentals and applications
local.citation.startingPage1073
local.citation.endingPage1080


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