Приказ основних података о документу

Analiza stabilnosti vertikalnog zaseka primenom mehanike loma

dc.creatorMitković, Predrag
dc.creatorObradović, Nikola
dc.creatorŠumarac, Dragoslav
dc.date.accessioned2019-04-30T13:23:26Z
dc.date.available2019-04-30T13:23:26Z
dc.date.issued2016
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1495
dc.description.abstractDetermination of critical height of vertical slope is a very important task in geotechnical engineering. Recently, increasing number of researchers is suggesting new solutions to this task using principles of fracture mechanics, instead of classical solutions based on principles of soil mechanics. This is especially used when tension crack is present in soil. In this paper, a solution to this problem based on limit equilibrium and a solution based on upper bound theorem of limit analysis. is presented. Also, analysis of several papers from different researchers, who used fracture mechanics to solve this problem are considered. Findings obtained in those papers are presented and conclusions are made. At the end, authors’ suggestions of the way to solve this problem are given.en
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceZbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvuen
dc.titleStability analysis of vertical slope using fracture mechanicsen
dc.titleAnaliza stabilnosti vertikalnog zaseka primenom mehanike lomasr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage548
dc.citation.other32: 537-548
dc.citation.spage537
dc.citation.volume32
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2016.055
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3540/1493.pdf
dc.type.versionpublishedVersion


Документи

Thumbnail

Овај документ се појављује у следећим колекцијама

Приказ основних података о документу