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dc.contributor | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
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dc.contributor | Universitat Politècnica de Catalunya. MECMAT - Mecànica de Materials |
dc.contributor.author | Fornia, A. |
dc.contributor.author | Carol, Ignacio |
dc.contributor.author | Garolera Vinent, Daniel |
dc.contributor.author | Kaiser, P. K. |
dc.contributor.author | Eberhardt, E. |
dc.date | 2016 |
dc.identifier.citation | Fornia, A., Carol, I., Garolera, D., Kaiser, P. K., Eberhardt, E. Rock bolt behaviour in stress-fractured ground: a FE analysis using zero-thickness interface elements and fracture-based constitutive laws. A: International Symposium on Ground Support in Mining and Underground Construction. "Proceedings of the 8th International Symposium on Ground Support in Mining and Underground Construction". 2016, p. 1-12. |
dc.identifier.citation | 978-91-7583-804-5 |
dc.identifier.uri | http://hdl.handle.net/2117/101506 |
dc.language.iso | eng |
dc.rights | info:eu-repo/semantics/openAccess |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Túnels i excavacions |
dc.subject | Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits |
dc.subject | Tunnels--Mathematical models |
dc.subject | Túnels -- Geotècnia |
dc.title | Rock bolt behaviour in stress-fractured ground: a FE analysis using zero-thickness interface elements and fracture-based constitutive laws |
dc.type | info:eu-repo/semantics/publishedVersion |
dc.type | info:eu-repo/semantics/conferenceObject |
dc.description.abstract |