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dc.contributor.authorLosaberidze, Marine
dc.contributor.authorVazagasvili, Mamuka
dc.contributor.authorTutberidze, Mikheil
dc.date.accessioned2016-09-29T08:14:56Z
dc.date.available2016-09-29T08:14:56Z
dc.date.issued2016
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 1, s. 57-60 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/112079
dc.description.abstractIn the paper the mathematical model has been proposed according of which the rock is considered as an orthotropic half-plane. On the boundary of this half-plane the loads, moving at a constant velocity, exert a pressure. The problem was solved by means of the theory of analytical functions.cs
dc.format.extent288708 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.subjectthe rockcs
dc.subjecttensorcs
dc.subjectmechanical fracturecs
dc.titleDetermination of the stress field of the brittle rock caused by quasistatic loadcs
dc.typearticlecs
dc.rights.accessopenAccess
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs


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