Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/64034Registo completo
| Campo DC | Valor | Idioma |
|---|---|---|
| dc.contributor.author | Martins, Francisco F. | por |
| dc.contributor.author | Valente, Bruno D. S. S. | por |
| dc.contributor.author | Vieira, Castorina Fernanda Silva | por |
| dc.contributor.author | Martins, Júlio Barreiros | por |
| dc.date.accessioned | 2020-02-21T10:35:11Z | - |
| dc.date.issued | 2018-01-01 | - |
| dc.identifier.uri | https://hdl.handle.net/1822/64034 | - |
| dc.description.abstract | The slope stability of embankments is analysed using the traditional slope stability and the partial factors of safety according to the case C from Eurocode 7 (EC7). These analyses are performed by means of rigid-plastic methods (Fellenius and Bishop) and the elasto-plastic finite element method (FEM). In the analysed cases there is a good agreement between the rigid-plastic methods and the elasto-plastic finite element method. | por |
| dc.description.sponsorship | This work has been partly financed by the Junta Nacional de Investigação Científica e Tecnológica (JNICT), Ministry of the Science and Technology | por |
| dc.language.iso | eng | por |
| dc.publisher | International Society for Rock Mechanics | por |
| dc.rights | restrictedAccess | por |
| dc.title | Slope stability of embankments | por |
| dc.type | conferencePaper | por |
| dc.peerreviewed | yes | por |
| sdum.event.type | simposium | por |
| dc.date.updated | 2020-02-20T18:52:19Z | - |
| dc.date.embargo | 10000-01-01 | - |
| sdum.export.identifier | 5567 | - |
| sdum.conferencePublication | ISRM International Symposium 2000, IS 2000 | por |
| Aparece nas coleções: | ISISE - Comunicações a Conferências Internacionais | |
Ficheiros deste registo:
| Ficheiro | Descrição | Tamanho | Formato | |
|---|---|---|---|---|
| geoeng2000-melbourne.pdf Acesso restrito! | 2,33 MB | Adobe PDF | Ver/Abrir |
