Fire Resistance of Concrete Tunnel Linnings
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F08%3A00190352" target="_blank" >RIV/68407700:21110/08:00190352 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Fire Resistance of Concrete Tunnel Linnings
Original language description
Final tunnel linings are often designed made of only plain concrete. If such lining is subjected to fire, there is a substantial danger that a spalling would reduce the thickness of the lining more significantly than in the case of reinforced lining andalso that the danger of spalling would threaten the rescue activities. The two series of tests when large scale concrete specimens were subjected to the fire according to the RWS temperature loading curve for a period of 180 minutes are described. The performance of concrete elements without and with polypropylene fibres was observed. After the tests the compression strength of concrete was measured on the cores drilled from the specimens.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2008
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Tailor Made Concrete Structures: New Solutions for Our Society
ISBN
978-0-415-47535-8
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
207-210
Publisher name
CRC Press
Place of publication
Boca Raton
Event location
Amsterdam
Event date
May 19, 2008
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000265926800030