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Granular flow analysis considering soil strength using moving particle simulation method
| dc.contributor.author | Kaneda, Kazuhiro |
| dc.contributor.author | Sawada, Tomoki |
| dc.date.accessioned | 2020-05-08T11:10:52Z |
| dc.date.available | 2020-05-08T11:10:52Z |
| dc.date.issued | 2019 |
| dc.identifier.isbn | 978-84-121101-1-1 |
| dc.identifier.uri | http://hdl.handle.net/2117/186832 |
| dc.description.abstract | In 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.extent | 7 p. |
| dc.language.iso | eng |
| dc.publisher | CIMNE |
| dc.subject | Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits |
| dc.subject.lcsh | Finite element method |
| dc.subject.lcsh | Computational methods in mechanics |
| dc.subject.lcsh | Particle methods (Numerical analysis) |
| dc.subject.other | Granular flow analysis; MPM; Soil strength. |
| dc.title | Granular flow analysis considering soil strength using moving particle simulation method |
| dc.type | Conference report |
| dc.subject.lemac | Elements finits, Mètode dels |
| dc.rights.access | Open Access |
| local.citation.contributor | PARTICLES VI |
| local.citation.publicationName | PARTICLES VI : proceedings of the VI International Conference on Particle-Based Methods : fundamentals and applications |
| local.citation.startingPage | 619 |
| local.citation.endingPage | 625 |
