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

dc.contributor.author	Kikava, Temuri R
dc.date.accessioned	2016-09-29T08:00:38Z
dc.date.available	2016-09-29T08:00:38Z
dc.date.issued	2016
dc.identifier.citation	Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 1, s. 25-32 : il.	cs
dc.identifier.issn	1213-1962
dc.identifier.uri	http://hdl.handle.net/10084/112075
dc.description.abstract	The 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.extent	432356 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	frame	cs
dc.subject	ground pressure	cs
dc.subject	underground structure	cs
dc.subject	reinforced concrete	cs
dc.subject	linearly-deformed basis	cs
dc.title	The analysis of the tunnel with the middle soil-based wall	cs
dc.type	article	cs
dc.rights.access	openAccess
dc.type.version	publishedVersion	cs
dc.type.status	Peer-reviewed	cs