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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00197744%21RIV13-GA0-21110___
rdf:type
n13:Vysledek skos:Concept
dcterms:description
The paper is focused on the strength parameters of the designed structural steel fibre reinforced concrete (SFRC), which are important for the resisting capacity of the tunnel lining segments and their damage during manipulation. Generally the segments are more loaded during tunnel lining installation (long term load is lower). The realised investigation was focused on SFRC with various dosages of steel fibres, two types of fibres were tested. One of the reasons of the testing was also fixed low thickness of the segments (only 250 mm). Structural SFRC with fibre dosages 50 kg/m3 and 70 kg/m3 were tested (i.e. dosages recommended by authors of this texts considering low thickness of the segments and their high temporary load). The paper also includes results of testing of two different key segments (ordinary RC key segment and SFRC key segment with fibre dosages 50 kg/m3). The paper is focused on the strength parameters of the designed structural steel fibre reinforced concrete (SFRC), which are important for the resisting capacity of the tunnel lining segments and their damage during manipulation. Generally the segments are more loaded during tunnel lining installation (long term load is lower). The realised investigation was focused on SFRC with various dosages of steel fibres, two types of fibres were tested. One of the reasons of the testing was also fixed low thickness of the segments (only 250 mm). Structural SFRC with fibre dosages 50 kg/m3 and 70 kg/m3 were tested (i.e. dosages recommended by authors of this texts considering low thickness of the segments and their high temporary load). The paper also includes results of testing of two different key segments (ordinary RC key segment and SFRC key segment with fibre dosages 50 kg/m3).
dcterms:title
Structural SFRC for Precast Segments of the Tunnel Lining Structural SFRC for Precast Segments of the Tunnel Lining
skos:prefLabel
Structural SFRC for Precast Segments of the Tunnel Lining Structural SFRC for Precast Segments of the Tunnel Lining
skos:notation
RIV/68407700:21110/12:00197744!RIV13-GA0-21110___
n13:predkladatel
n16:orjk%3A21110
n3:aktivita
n15:P
n3:aktivity
P(GAP104/10/2023)
n3:dodaniDat
n12:2013
n3:domaciTvurceVysledku
n8:9499466 n8:7715730 n8:9370781 n8:7323883
n3:druhVysledku
n7:D
n3:duvernostUdaju
n20:S
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
171838
n3:idVysledku
RIV/68407700:21110/12:00197744
n3:jazykVysledku
n4:eng
n3:klicovaSlova
Steel fibre reinforced concrete (SFRC); Segmental tunnel lining; Laboratory testing; Crack propagation; Resisting capacity; Strength of SFRC; Mix design.
n3:klicoveSlovo
n6:Resisting%20capacity n6:Strength%20of%20SFRC n6:Segmental%20tunnel%20lining n6:Steel%20fibre%20reinforced%20concrete%20%28SFRC%29 n6:Crack%20propagation n6:Mix%20design. n6:Laboratory%20testing
n3:kontrolniKodProRIV
[ACF7A1EBD9D1]
n3:mistoKonaniAkce
Plitvice Lakes
n3:mistoVydani
Zagreb
n3:nazevZdroje
Durability of Concrete Structures
n3:obor
n18:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n5:GAP104%2F10%2F2023
n3:rokUplatneniVysledku
n12:2012
n3:tvurceVysledku
Hilar, Matouš Ráček, Václav Krátký, Jiří Vodička, Jan
n3:typAkce
n19:WRD
n3:zahajeniAkce
2012-10-04+02:00
s:numberOfPages
6
n21:hasPublisher
SECON-CSSE
n11:isbn
978-953-7621-14-8
n9:organizacniJednotka
21110