dc.contributor.author | Losaberidze, Marine | |
dc.contributor.author | Vazagasvili, Mamuka | |
dc.contributor.author | Tutberidze, Mikheil | |
dc.date.accessioned | 2016-09-29T08:14:56Z | |
dc.date.available | 2016-09-29T08:14:56Z | |
dc.date.issued | 2016 | |
dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 1, s. 57-60 : il. | cs |
dc.identifier.issn | 1213-1962 | |
dc.identifier.uri | http://hdl.handle.net/10084/112079 | |
dc.description.abstract | In 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.extent | 288708 bytes | |
dc.format.mimetype | application/pdf | |
dc.language.iso | en | cs |
dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | cs |
dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | cs |
dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
dc.subject | the rock | cs |
dc.subject | tensor | cs |
dc.subject | mechanical fracture | cs |
dc.title | Determination of the stress field of the brittle rock caused by quasistatic load | cs |
dc.type | article | cs |
dc.rights.access | openAccess | |
dc.type.version | publishedVersion | cs |
dc.type.status | Peer-reviewed | cs |