Steel fibers as reinforcement for precast tunnel segments
By G. Plizzari, G. Tiberti. 2006
138 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/ffb9b67deb0703da42df26cebd8e9625165b0b23
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- Albert de la Fuente
- Pablo Pujadas
- A. Blanco
- A. Aguado
- Z. Rinaldi
- A. Meda
- C. Molins
- A. Solgaard
Citations in the corpus
- Structural behaviour of precast tunnel segments in fiber reinforced concrete (2011, background): “The fiber reinforcement is particularly suitable at this aim (Plizzari and Tiberti, 2006).”
- Corrosion resistance of steel fibre reinforced concrete – a literature review (2018, background): “The use of steel fibres as partial or total replacement of conventional reinforcement bars has become a popular solution for the construction of prefabricated segmental linings for bored tunnels, due to its overall superior durability and good performance in compression (Abbas, 2014; De-Waal, 1999; ”
- Experiences in Barcelona with the use of fibres in segmental linings (2012, methodology): “However, two groups of stirrups similar to the ones used in the analysis of the Line 1 Subway of Valencia (Venezuela) (Plizzari and Tiberti 2006) were maintained in order to confine the concrete.”
- Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation (2011, methodology): “Different works have been developed in order to quantify 204the contribution of steel fibers to the lining resistance (de Waal, 2052000; Plizzari and Tiberti, 2006; Kasper et al., 2007).”