About: Temperature Monitoring on the Final Tunnel Lining

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Modern tunnel structures are presently implemented primarily by conventional excavation, using the New Austrian Tunneling Method. Two linings are usually used to support the excavated area. The primary tunnel lining serves for consolidation of the extracting during tunneling and the secondary tunnel lining ensures the safe use of the structure during its life time. The design and evaluation of the tunnel lining is a comprehensive process that involves a lot of input conditions. We are not always able to define these inputs exactly. In order to specify the amount of secondary lining load, we must know not only the load by the rock but also e.g. the hydrostatic load and deformation behavior of concrete during its aging. The lining is also influenced by local climatic conditions. It is necessary to include effects of various temperatures on the lining in our design. The measurements carried out in the already completed structures serve us for a more exact determination of these temperatures. Based on the results from these measurements, we can determine the distribution of temperatures in the profile and the behavior of the construction versus the climate change more exactly. Monitoring the temperature development takes a long time. The specification of this behavior should lead to a material saving when new constructions are designed. Modern tunnel structures are presently implemented primarily by conventional excavation, using the New Austrian Tunneling Method. Two linings are usually used to support the excavated area. The primary tunnel lining serves for consolidation of the extracting during tunneling and the secondary tunnel lining ensures the safe use of the structure during its life time. The design and evaluation of the tunnel lining is a comprehensive process that involves a lot of input conditions. We are not always able to define these inputs exactly. In order to specify the amount of secondary lining load, we must know not only the load by the rock but also e.g. the hydrostatic load and deformation behavior of concrete during its aging. The lining is also influenced by local climatic conditions. It is necessary to include effects of various temperatures on the lining in our design. The measurements carried out in the already completed structures serve us for a more exact determination of these temperatures. Based on the results from these measurements, we can determine the distribution of temperatures in the profile and the behavior of the construction versus the climate change more exactly. Monitoring the temperature development takes a long time. The specification of this behavior should lead to a material saving when new constructions are designed. (en)
Title	Temperature Monitoring on the Final Tunnel Lining Temperature Monitoring on the Final Tunnel Lining (en)
skos:prefLabel	Temperature Monitoring on the Final Tunnel Lining Temperature Monitoring on the Final Tunnel Lining (en)
skos:notation	RIV/61989100:27120/14:86091505!RIV15-TA0-27120___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(TE01020168)
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Aldorf, Josef Ďuriš, Lukáš
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoká škola báňská - Technická univerzita Ostrava / Fakulta stavební
http://linked.open...dnocenehoVysledku	49741
http://linked.open...ai/riv/idVysledku	RIV/61989100:27120/14:86091505
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	monitoring and strain gages; temperature measurement; secondary lining; NATM (en)
http://linked.open.../riv/klicoveSlovo	NATM temperature measurement monitoring and strain gages secondary lining
http://linked.open...ontrolniKodProRIV	[818A8247CC34]
http://linked.open...v/mistoKonaniAkce	Ostrava
http://linked.open...i/riv/mistoVydani	Zürich
http://linked.open...i/riv/nazevZdroje	Advanced Materials Research. Volume 1020
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Effective and Sustainable Transport Infrastructure (CESTI)
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Aldorf, Josef Ďuriš, Lukáš Géryk, Jiří
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2014-06-24 (xsd:date)
issn	1022-6680
number of pages	6 (xsd:int)
http://bibframe.org/vocab/doi	10.4028/www.scientific.net/AMR.1020.435
http://purl.org/ne...btex#hasPublisher	Trans Tech Publication Ltd
https://schema.org/isbn	978-3-03835-237-2
http://localhost/t...ganizacniJednotka	27120

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