About: Track TurnoverTunnel behind the Motol Station

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About: Track TurnoverTunnel behind the Motol Station - Metro VA Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Twintrack running tunnel of the track turnover behind the Motol station is the part of section 09 Station Motol of the Prague metro extension project. Section is situated between station's construction pit and construction pit intended for the ventilation house. Both the twintrack tunnel and station Motol are situated in the area of Prague fault. Geological conditions of the Motol area are quite complicated. Frequent changes of different strata, theirs weathering and disruption by the faults were the major conditions for the tunnel execution along with significant impact of water head level. The tunnel has been originally considered as NATM tunnel along the whole length. The alignment in the close vicinity of the station Motol along with sloping region and found geological conditions led the Investor to the decision of changing the technology of the part of the tunnel. Originally 400m long NATM tunnel has been divided into 2 parts with approximately equal lengths. NATM section and 20m deep cut & cover section.Geological and hydrogeological conditions have been rapidly changing during the excavation of the NATM tunnel against the originally accepted assumptions. Twintrack running tunnel of the track turnover behind the Motol station is the part of section 09 Station Motol of the Prague metro extension project. Section is situated between station's construction pit and construction pit intended for the ventilation house. Both the twintrack tunnel and station Motol are situated in the area of Prague fault. Geological conditions of the Motol area are quite complicated. Frequent changes of different strata, theirs weathering and disruption by the faults were the major conditions for the tunnel execution along with significant impact of water head level. The tunnel has been originally considered as NATM tunnel along the whole length. The alignment in the close vicinity of the station Motol along with sloping region and found geological conditions led the Investor to the decision of changing the technology of the part of the tunnel. Originally 400m long NATM tunnel has been divided into 2 parts with approximately equal lengths. NATM section and 20m deep cut & cover section.Geological and hydrogeological conditions have been rapidly changing during the excavation of the NATM tunnel against the originally accepted assumptions. (en)
Title	Track TurnoverTunnel behind the Motol Station - Metro VA Track TurnoverTunnel behind the Motol Station - Metro VA (en)
skos:prefLabel	Track TurnoverTunnel behind the Motol Station - Metro VA Track TurnoverTunnel behind the Motol Station - Metro VA (en)
skos:notation	RIV/68407700:21110/13:00207151!RIV14-TA0-21110___
http://linked.open...avai/predkladatel	Fakulta stavební
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(TA01011816)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Nosek, Jakub Svoboda, Petr
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	111461
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/13:00207151
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	tunnel; NATM; construction; excavation; metro (en)
http://linked.open.../riv/klicoveSlovo	excavation metro NATM construction tunnel
http://linked.open...ontrolniKodProRIV	[4F17EEFE55B7]
http://linked.open...v/mistoKonaniAkce	Praha
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	Podzemní stavby 2013 - Proceedings
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Probabilistic Evaluation of the Rock Mass Input Parameters and Undegroun Structures Reliability Analysis with Numerical Method Utilization
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Svoboda, Petr Nosek, Jakub Tyrlík, M.
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2013-04-22 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Czech Tunnelling Association ITA-AITES
https://schema.org/isbn	978-80-260-3868-9
http://localhost/t...ganizacniJednotka	21110

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