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dc.contributor.authorKaneda, Kazuhiro
dc.contributor.authorSawada, Tomoki
dc.date.accessioned2020-05-08T11:10:52Z
dc.date.available2020-05-08T11:10:52Z
dc.date.issued2019
dc.identifier.isbn978-84-121101-1-1
dc.identifier.urihttp://hdl.handle.net/2117/186832
dc.description.abstractIn recent years, many sediment-related disasters have occurred in Japan. To predict the sediment flow, granular flow analysis was conducted with the moving particle simulation method, using the viscosity term formulated by the Drucker-Prager model. The program code used is Particleworks Ver. 6, developed by Prometech Software. Plastic viscosity is described as a function of (cohesion) c and Φ (the shear resistance angle). Simple problems, such as freestanding height and dam breakage of the simulations were analyzed to assess the accuracy of the particle simulation method with the model.
dc.format.extent7 p.
dc.language.isoeng
dc.publisherCIMNE
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshFinite element method
dc.subject.lcshComputational methods in mechanics
dc.subject.lcshParticle methods (Numerical analysis)
dc.subject.otherGranular flow analysis; MPM; Soil strength.
dc.titleGranular flow analysis considering soil strength using moving particle simulation method
dc.typeConference report
dc.subject.lemacElements finits, Mètode dels
dc.rights.accessOpen Access
local.citation.contributorPARTICLES VI
local.citation.publicationNamePARTICLES VI : proceedings of the VI International Conference on Particle-Based Methods : fundamentals and applications
local.citation.startingPage619
local.citation.endingPage625


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