Final Lining Behaviour in Extremely Low Temperatures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083686" target="_blank" >RIV/61989100:27120/12:86083686 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.2478/v10160-012-0015-5" target="_blank" >http://dx.doi.org/10.2478/v10160-012-0015-5</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.2478/v10160-012-0015-5" target="_blank" >10.2478/v10160-012-0015-5</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Final Lining Behaviour in Extremely Low Temperatures

Popis výsledku v původním jazyce

Design of a tunnel lining is complex task. The tunnel lining structure works in close interaction with the surrounding rock mass. The value of the load depends on geotechnical circumstances, primary lining, shape and size of opening, construction technology and as well on the temperature distribution in a lining that is determined by climatic conditions. The article deals with the temperatures in the tunnel lining that are brought about by air temperature changes in tunnel space and a constant temperature inside the rock mass. This problem is solved making use of temperature records in tunnel, on the inner and outer surface of the tunnel lining and in rock mass measured at a motorway Tunnel Klimkovice. These records are analyzed and submit to FE modelof the tunnel lining so that the lining temperature state is converted for a lining stress state.

Název v anglickém jazyce

Final Lining Behaviour in Extremely Low Temperatures

Popis výsledku anglicky

Design of a tunnel lining is complex task. The tunnel lining structure works in close interaction with the surrounding rock mass. The value of the load depends on geotechnical circumstances, primary lining, shape and size of opening, construction technology and as well on the temperature distribution in a lining that is determined by climatic conditions. The article deals with the temperatures in the tunnel lining that are brought about by air temperature changes in tunnel space and a constant temperature inside the rock mass. This problem is solved making use of temperature records in tunnel, on the inner and outer surface of the tunnel lining and in rock mass measured at a motorway Tunnel Klimkovice. These records are analyzed and submit to FE modelof the tunnel lining so that the lining temperature state is converted for a lining stress state.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název periodika

Transactions of the VŠB - Technical University of Ostrava

ISSN

1804-4824

e-ISSN

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Svazek periodika

12

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

PL - Polská republika

Počet stran výsledku

9

Strana od-do

1-9

Kód UT WoS článku

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EID výsledku v databázi Scopus

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