The analysis of the tunnel with the middle soil-based wall

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dc.contributor.authorKikava, Temuri R
dc.date.accessioned2016-09-29T08:00:38Z
dc.date.available2016-09-29T08:00:38Z
dc.date.issued2016
dc.description.abstractThe methods for analysis of the ferroconcrete construction for a particular case are proposed in the present work. The underground construction is considered and analyzed as a double-drift frame situated on linearly-deformed basis. The formulas of analysis are given herein.cs
dc.format.extent432356 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 1, s. 25-32 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/112075
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.rights.accessopenAccess
dc.subjectframecs
dc.subjectground pressurecs
dc.subjectunderground structurecs
dc.subjectreinforced concretecs
dc.subjectlinearly-deformed basiscs
dc.titleThe analysis of the tunnel with the middle soil-based wallcs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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Řada stavební. 2016, roč. 16 / Civil Engineering Series. 2016, vol. 16