dc.contributor.author | Shatskyi, Ivan | |
dc.contributor.author | Struk, Andrii | |
dc.contributor.author | Vaskovskyi, Maksym | |
dc.date.accessioned | 2018-04-24T11:08:48Z | |
dc.date.available | 2018-04-24T11:08:48Z | |
dc.date.issued | 2017 | |
dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 119-124 : il. | cs |
dc.identifier.issn | 1213-1962 | |
dc.identifier.uri | http://hdl.handle.net/10084/126427 | |
dc.description.abstract | A deformation model of the buried pipeline under complicated geotechnical conditions of
local ground failure is proposed. The effect of displacement of discontinuities in failed ground on the
stressed condition and limited equilibrium of pressurized pipe has been studied. | cs |
dc.format.extent | 316882 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.relation.uri | https://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0036/tvsb-2017-0036.pdf | cs |
dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
dc.rights | © 2017 Ivan Shatskyi et al., published by De Gruyter Open. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. BY-NC-ND 3.0 | cs |
dc.subject | buried pipeline | cs |
dc.subject | ground failure | cs |
dc.subject | kinematic perturbation | cs |
dc.subject | static and dynamic stress | cs |
dc.title | Static and dynamic stresses in pipeline built on damaged foundation | cs |
dc.type | article | cs |
dc.identifier.doi | 10.1515/tvsb-2017-0036 | |
dc.rights.access | openAccess | cs |
dc.type.version | publishedVersion | cs |
dc.type.status | Peer-reviewed | cs |