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Konstitutivni model za prekonsolidovano tlo

dc.creatorJocković, Sanja
dc.creatorVukićević, Mirjana
dc.date.accessioned2019-04-30T13:21:59Z
dc.date.available2019-04-30T13:21:59Z
dc.date.issued2015
dc.identifier.isbn978-86-88897-07-5
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1308
dc.description.abstractThis paper presents the basic equations of constitutive model for overconsolidated soil, based on relations of Modified Cam Clay model and bounding surface concept. Peak strength in drained conditions is described using nonlinear hyperbolic envelope – Maksimovic. Model verification is shown on drained triaxial compression test.en
dc.publisherSavez građevinskih inženjera Srbije, Beograd
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceZbornik radova Šestog naučno-stručnog [!] međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Sixth International Conference Geotechnics in Civil Engineering, Vršac, 3.-6. novembar 2015en
dc.titleConstitutive model for overconsolidated soilen
dc.titleKonstitutivni model za prekonsolidovano tlosr
dc.typeconferenceObject
dc.rights.licenseBY-NC-ND
dc.citation.epage226
dc.citation.other: 219-226
dc.citation.spage219
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3462/1306.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_1308
dc.type.versionpublishedVersion


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