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dc.creatorŠumarac, Dragoslav
dc.creatorJocković, Sanja
dc.creatorMarjanović, Miloš
dc.date.accessioned2019-10-31T13:07:19Z
dc.date.available2019-10-31T13:07:19Z
dc.date.issued2011
dc.identifier.isbn978-86-909973-3-6
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/1764
dc.description.abstractIn the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ are cohesion and specific weight of soil respectively, while upper bound (kinematic) is H=4c/γ. Recently some attempt using numerical approach, mostly finite elements, have been published. In the paper all solutions will be analyzed, and an attempt of authors to improve them will be given.en
dc.language.isoensr
dc.publisherSerbian Society of Mechanics, Belgradesr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceProceedings of The 3rd International Congress of Serbian Society of Mechanics (IConSSM 2011)sr
dc.titleStatic and kinematic height limit of vertical slopeen
dc.typeconferenceObjectsr
dc.rights.licenseBYsr
dc.citation.epage806
dc.citation.spage790
dc.type.versionpublishedVersionsr


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