This HTML5 document contains 46 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
n7http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n12http://purl.org/net/nknouf/ns/bibtex#
n8http://localhost/temp/predkladatel/
n14http://linked.opendata.cz/resource/domain/vavai/projekt/
n5http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n18http://linked.opendata.cz/resource/domain/vavai/subjekt/
n15http://linked.opendata.cz/ontology/domain/vavai/
n6https://schema.org/
shttp://schema.org/
skoshttp://www.w3.org/2004/02/skos/core#
n4http://linked.opendata.cz/ontology/domain/vavai/riv/
n16http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F68407700%3A21110%2F13%3A00207141%21RIV14-GA0-21110___/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n11http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n21http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n17http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n10http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n20http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n13http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n19http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00207141%21RIV14-GA0-21110___
rdf:type
skos:Concept n15:Vysledek
dcterms:description
Segmental tunnel lining is usually applied to mechanised tunnelling using full-face tunnelling shields (the TBM technology). Pre-cast steel fibre reinforced segments are currently used in praxis, containing no traditional rod reinforcement. In the Czech Republic, there is a research underway focused on problems of steel fibre reinforced segments so that this technology can be applied even to Czech tunnels. A variety of samples were produced and tested in the initial phases of the research, serving for the comparison and selection of suitable composition of steel fibre reinforced concrete mixture. The influence of different dosing of steel fibres on the resultant behaviour of steel fibre reinforced concrete was subjected to comparison. The properties of steel fibres were laboratory tested and assessed (unconfined compressive strength tested on cubes, flexural strength tested on beams). Some parameters of steel fibre reinforced concrete were derived backward by means of advanced numerical modelling using the Finite Element Method in the ANTENA simulator. Traditionally reinforced concrete segments and SFRC segments were tested by the Klokner's Institute of the Czech Technical University in Prague. The results of the completed tests are presented in the paper. Segmental tunnel lining is usually applied to mechanised tunnelling using full-face tunnelling shields (the TBM technology). Pre-cast steel fibre reinforced segments are currently used in praxis, containing no traditional rod reinforcement. In the Czech Republic, there is a research underway focused on problems of steel fibre reinforced segments so that this technology can be applied even to Czech tunnels. A variety of samples were produced and tested in the initial phases of the research, serving for the comparison and selection of suitable composition of steel fibre reinforced concrete mixture. The influence of different dosing of steel fibres on the resultant behaviour of steel fibre reinforced concrete was subjected to comparison. The properties of steel fibres were laboratory tested and assessed (unconfined compressive strength tested on cubes, flexural strength tested on beams). Some parameters of steel fibre reinforced concrete were derived backward by means of advanced numerical modelling using the Finite Element Method in the ANTENA simulator. Traditionally reinforced concrete segments and SFRC segments were tested by the Klokner's Institute of the Czech Technical University in Prague. The results of the completed tests are presented in the paper.
dcterms:title
Load testing and numerical modelling of SFRC segments Load testing and numerical modelling of SFRC segments
skos:prefLabel
Load testing and numerical modelling of SFRC segments Load testing and numerical modelling of SFRC segments
skos:notation
RIV/68407700:21110/13:00207141!RIV14-GA0-21110___
n15:predkladatel
n18:orjk%3A21110
n4:aktivita
n10:P
n4:aktivity
P(GAP104/10/2023)
n4:dodaniDat
n19:2014
n4:domaciTvurceVysledku
n5:7715730 n5:7244452
n4:druhVysledku
n13:D
n4:duvernostUdaju
n21:S
n4:entitaPredkladatele
n16:predkladatel
n4:idSjednocenehoVysledku
85227
n4:idVysledku
RIV/68407700:21110/13:00207141
n4:jazykVysledku
n17:eng
n4:klicovaSlova
tunnel; segmental lining; steel fibre reinforced concrete; SFRC; experimental testing
n4:klicoveSlovo
n11:tunnel n11:steel%20fibre%20reinforced%20concrete n11:SFRC n11:segmental%20lining n11:experimental%20testing
n4:kontrolniKodProRIV
[2063EB7D2625]
n4:mistoKonaniAkce
Praha
n4:mistoVydani
Praha
n4:nazevZdroje
Podzemní stavby 2013 - Proceedings
n4:obor
n20:JN
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
4
n4:projekt
n14:GAP104%2F10%2F2023
n4:rokUplatneniVysledku
n19:2013
n4:tvurceVysledku
Pukl, R. Vítek, Jan Hilar, Matouš Vítek, P.
n4:typAkce
n7:EUR
n4:zahajeniAkce
2013-04-22+02:00
s:numberOfPages
10
n12:hasPublisher
Czech Tunnelling Association ITA-AITES
n6:isbn
978-80-260-3868-9
n8:organizacniJednotka
21110