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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00207151%21RIV14-TA0-21110___
rdf:type
skos:Concept n19:Vysledek
dcterms: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.
dcterms:title
Track TurnoverTunnel behind the Motol Station - Metro VA Track TurnoverTunnel behind the Motol Station - Metro VA
skos:prefLabel
Track TurnoverTunnel behind the Motol Station - Metro VA Track TurnoverTunnel behind the Motol Station - Metro VA
skos:notation
RIV/68407700:21110/13:00207151!RIV14-TA0-21110___
n19:predkladatel
n21:orjk%3A21110
n4:aktivita
n16:P
n4:aktivity
P(TA01011816)
n4:dodaniDat
n5:2014
n4:domaciTvurceVysledku
n14:9196137 n14:6866603
n4:druhVysledku
n11:D
n4:duvernostUdaju
n20:S
n4:entitaPredkladatele
n7:predkladatel
n4:idSjednocenehoVysledku
111461
n4:idVysledku
RIV/68407700:21110/13:00207151
n4:jazykVysledku
n13:eng
n4:klicovaSlova
tunnel; NATM; construction; excavation; metro
n4:klicoveSlovo
n8:excavation n8:tunnel n8:metro n8:construction n8:NATM
n4:kontrolniKodProRIV
[4F17EEFE55B7]
n4:mistoKonaniAkce
Praha
n4:mistoVydani
Praha
n4:nazevZdroje
Podzemní stavby 2013 - Proceedings
n4:obor
n9:JN
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
3
n4:projekt
n12:TA01011816
n4:rokUplatneniVysledku
n5:2013
n4:tvurceVysledku
Svoboda, Petr Nosek, Jakub Tyrlík, M.
n4:typAkce
n18:EUR
n4:zahajeniAkce
2013-04-22+02:00
s:numberOfPages
6
n22:hasPublisher
Czech Tunnelling Association ITA-AITES
n17:isbn
978-80-260-3868-9
n10:organizacniJednotka
21110