"2012-09-18+02:00"^^ . "Budapest" . . . . . . . . "21110" . . "Steel fibre reinforced concrete (SFRC) is a promising material for application in precast concrete tunnel segments. The following paper is focused on material properties of SFRC and comparison with concrete segments reinforced by steel cages. The experimental results on SFRC testing beams are presented. Comments on numerical modelling of SFRC beams indicate that there is a field for future research. If the geotechnical conditions are reasonable and generated bending moments in the tunnel lining are not high, the SFRC may represent a cost-effective alternative to the precast concrete segments reinforced by rebars."@en . . "[3BCB98067F37]" . . "Laboratory testing and numerical modelling of SFRC tunnel segments" . "RIV/68407700:21110/12:00201596!RIV13-GA0-21110___" . . "146317" . . "Hilar, Matou\u0161" . "Laboratory testing and numerical modelling of SFRC tunnel segments"@en . "1st Eastern European Tunneling Conference" . . "P(GAP104/10/2023), P(TA01011816)" . "V\u00EDtek, Jan" . "8"^^ . "Veszpr\u00E9m" . . "Laboratory testing and numerical modelling of SFRC tunnel segments" . "2"^^ . "Steel fibre reinforced concrete (SFRC) is a promising material for application in precast concrete tunnel segments. The following paper is focused on material properties of SFRC and comparison with concrete segments reinforced by steel cages. The experimental results on SFRC testing beams are presented. Comments on numerical modelling of SFRC beams indicate that there is a field for future research. If the geotechnical conditions are reasonable and generated bending moments in the tunnel lining are not high, the SFRC may represent a cost-effective alternative to the precast concrete segments reinforced by rebars." . "RIV/68407700:21110/12:00201596" . "Pukl, R." . . "3"^^ . "Laboratory testing and numerical modelling of SFRC tunnel segments"@en . . . "OOK-Press Ltd." . . . "steel fibre reinforced concrete; segmental tunnel lining; laboratory testing; tunnel"@en . . "978-963-89638-0-2" .