Static and dynamic stresses in pipeline built on damaged foundation

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dc.contributor.authorShatskyi, Ivan
dc.contributor.authorStruk, Andrii
dc.contributor.authorVaskovskyi, Maksym
dc.date.accessioned2018-04-24T11:08:48Z
dc.date.available2018-04-24T11:08:48Z
dc.date.issued2017
dc.description.abstractA 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.extent316882 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 119-124 : il.cs
dc.identifier.doi10.1515/tvsb-2017-0036
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/126427
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.relation.urihttps://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0036/tvsb-2017-0036.pdfcs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
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 3.0cs
dc.rights.accessopenAccesscs
dc.subjectburied pipelinecs
dc.subjectground failurecs
dc.subjectkinematic perturbationcs
dc.subjectstatic and dynamic stresscs
dc.titleStatic and dynamic stresses in pipeline built on damaged foundationcs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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Řada stavební. 2017, roč. 17 / Civil Engineering Series. 2017, vol. 17