Metody kontroly kvality ostění tunelů pražského metra po zatopení

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F07%3A01140469" target="_blank" >RIV/68407700:21110/07:01140469 - 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

Methods Of Quality Checking Of The Prague Metro Tunnel Lining After Flooding

Popis výsledku v původním jazyce

The Prague Metro was out of service for several months in the central part of the system, which was flooded. Before the reopening of the flooded sections, these were thoroughly checked once the water has been pumped out from the tunnels, and the resultsof these checks concluded that the quality of the tunnel lining does not require any special repairs, as their structural integrity is sound indicated. Short summary is therefore presented here. The pilot 3-year project of deformations monitoring and ageing of underground infrastructure of Prague Metro started in January 2006. The present-day monitoring techniques used in "macro" scale will be enhanced by highly promising MEMS instrumentation to describe processes of crack and/or weak zones developmentin tunnel lining. The first results of the monitoring project are presented in this paper.

Název v anglickém jazyce

Methods Of Quality Checking Of The Prague Metro Tunnel Lining After Flooding

Popis výsledku anglicky

The Prague Metro was out of service for several months in the central part of the system, which was flooded. Before the reopening of the flooded sections, these were thoroughly checked once the water has been pumped out from the tunnels, and the resultsof these checks concluded that the quality of the tunnel lining does not require any special repairs, as their structural integrity is sound indicated. Short summary is therefore presented here. The pilot 3-year project of deformations monitoring and ageing of underground infrastructure of Prague Metro started in January 2006. The present-day monitoring techniques used in "macro" scale will be enhanced by highly promising MEMS instrumentation to describe processes of crack and/or weak zones developmentin tunnel lining. The first results of the monitoring project are presented in this paper.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F06%2F1257" target="_blank" >GA103/06/1257: Výzkum stárnutí podzemních konstrukcí s použitím monitorovacích a mikroměřících systémů</a><br>

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2007

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 14 th European Conference on Soil Mechanics and Geotechnical Engineering

ISBN

978-90-5966-055-7

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

1033-1039

Název nakladatele

Millpress Science Publishers

Místo vydání

Rotterdam

Místo konání akce

Madrid

Datum konání akce

24. 9. 2007

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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