The interest in using fiber reinforced concrete (FRC) for the production of precast seg-ments in tunnel lining, installed with Tunnel Boring Machines (TBMs), is continuously growing, as witnessed by the studies available in literature and by the actual applications. The possibility of adopting a hybrid solution of FRC tunnel segments with GFRP rein-forcement is investigated herein. Full-scale tests were carried out on FRC segments with and without GFRP cage, with a typical geometry of metro tunnels In particular, both flex-ural and point load full-scale tests were carried out, for the evaluation of the structural performances (both in terms of structural capacity and crack pattern evolution) under bending, and under the TBM thrust. Finally, the obtained results are compared, in order to judge the effectiveness of the proposed technical solution.
Meda, A., Rinaldi, Z., Spagnuolo, S., De Rivat Benoit, ., Giamundo, N. (2019). HYBRID SOLUTION WITH FIBER REINFORCED CONCRETE AND GLASS FIBER REINFORCED POLYMER REBARS FOR PRECAST TUNNEL SEGMENTS. In Tunnels and Underground Cities. Engineering and Innovation Meet Archaeology, Architecture and Art. London : CRC Press - Edited By Daniele Peila , Giulia Viggiani , Tarcisio Celestino [10.1201/9780429424441].
HYBRID SOLUTION WITH FIBER REINFORCED CONCRETE AND GLASS FIBER REINFORCED POLYMER REBARS FOR PRECAST TUNNEL SEGMENTS
Meda Alberto;Rinaldi Zila;Simone Spagnuolo
;
2019-01-01
Abstract
The interest in using fiber reinforced concrete (FRC) for the production of precast seg-ments in tunnel lining, installed with Tunnel Boring Machines (TBMs), is continuously growing, as witnessed by the studies available in literature and by the actual applications. The possibility of adopting a hybrid solution of FRC tunnel segments with GFRP rein-forcement is investigated herein. Full-scale tests were carried out on FRC segments with and without GFRP cage, with a typical geometry of metro tunnels In particular, both flex-ural and point load full-scale tests were carried out, for the evaluation of the structural performances (both in terms of structural capacity and crack pattern evolution) under bending, and under the TBM thrust. Finally, the obtained results are compared, in order to judge the effectiveness of the proposed technical solution.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
