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EUROCODE 7: a new way to verify a slope’s stability [articol]

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dc.contributor.author Ciopec, Alexandra
dc.contributor.author Marc, Paul
dc.date.accessioned 2020-04-01T06:01:26Z
dc.date.accessioned 2021-03-01T08:40:04Z
dc.date.available 2020-04-01T06:01:26Z
dc.date.available 2021-03-01T08:40:04Z
dc.date.issued 2012
dc.identifier.citation Ciopec, Alexandra. EUROCODE 7: a new way to verify a slope’s stability. Timişoara: Editura Politehnica, 2012 en_US
dc.identifier.uri http://primo.upt.ro:1701/primo-explore/search?query=any,contains,EUROCODE%207:%20a%20new%20way%20to%20verify%20a%20slope%E2%80%99s%20stability&tab=default_tab&search_scope=40TUT&vid=40TUT_V1&lang=ro_RO&offset=0 Link Primo
dc.description.abstract The paper intends to detail the new approach for slope stability design. The Eurocode 7: Geotechnical Design represents a radical change in the geotechnical design. The new limit state design recommended by Eurocode 7 introduces the notion of partial safety factors which allow a more detailed consideration of the elements which determine the stability conditions for the slopes stability. They are grouped in three categories. The first category refers to actions applied on the structure, the second to the material properties and the third to the resistances. These partial safety factors are introduced in the calculus from the beginning, in contrast to the former general factor of safety which had to be verified at the end of the calculus. en_US
dc.language.iso en en_US
dc.publisher Timişoara:Editura Politehnica en_US
dc.relation.ispartofseries Seria hidrotehnică;Tom 57(71), fasc. 2 (2012)
dc.subject Stabilitatea pantelor en_US
dc.subject Verificare en_US
dc.subject Eurocod 7 en_US
dc.subject Articol en_US
dc.subject Norme europene en_US
dc.subject Slope stability en_US
dc.subject Partial safety factor en_US
dc.subject Bishop’s method en_US
dc.subject Eurocode 7 en_US
dc.subject Geotechnical design en_US
dc.title EUROCODE 7: a new way to verify a slope’s stability [articol] en_US
dc.type Article en_US


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