Track TurnoverTunnel behind the Motol Station - Metro VA

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207150" target="_blank" >RIV/68407700:21110/13:00207150 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Track TurnoverTunnel behind the Motol Station - Metro VA

Popis výsledku v původním jazyce

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 construction pit and construction pit intended for the ventilationhouse. 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 d

Název v anglickém jazyce

Track TurnoverTunnel behind the Motol Station - Metro VA

Popis výsledku anglicky

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 construction pit and construction pit intended for the ventilationhouse. 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 d

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/TA01011816" target="_blank" >TA01011816: Pravděpodobnostní hodnocení vstupních parametrů horninového masivu a spolehlivostní analýza podzemních konstrukcí s využitím numerických metod</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2013

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Podzemní stavby Praha 2013

ISBN

978-80-260-3867-2

ISSN

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e-ISSN

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Počet stran výsledku

1

Strana od-do

28

Název nakladatele

Česká tunelářská asociace ITA-AITES

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

22. 4. 2013

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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