Tyre rubber waste recycling in self-compacting concrete

By M. Bignozzi, F. Sandrolini. 2006

322 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/3c0510c8bf3f69dd2bd1f96b144f182382c8271c

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Composites with recycled rubber aggregates: Properties and opportunities in construction (2018, background): “Bignozzi (2006) showed that a SCC with up to 21% of rubber volume fraction (VF) maintained its rheology, while its viscosity increased.”
Impact Resistance of Rubberized Self-Compacting Concrete (2015, background): “Although the effects of rubber aggregate content on the fresh and mechanical properties of RSCC have been studied in several studies (Bignozzi and Sandrolini, 2006; Güneyisi, 2010; Najim and Hall, 2010; Topçu and Bilir, 2009; Turatsinize and Garros, 2008), there is still a dearth of data on its…”
Properties and durability of concrete containing polymeric wastes (tyre rubber and polyethylene terephthalate bottles): An overview (2012, unknown): “Bignozzi and Sandrolini [20] used scrap-tyre (0.”
Crumb rubber aggregate coatings/pre-treatments and their effects on interfacial bonding, air entrapment and fracture toughness in self-compacting rubberised concrete (SCRC) (2013, background): “Utilization of crumb rubber particles (from recycled scrap vehicle tyres) as an alternative aggregate in concrete has received wide attention over the last two decades [1–5].”
Strength development and chloride penetration in rubberized concretes with and without silica fume (2007, background): “Bignozzi and Sandrolini [ 36 ] produced selfcompacted concrete containing different amounts of rubber aggregates.”
Acoustic properties of concrete panels with crumb rubber as a fine aggregate replacement (2014, methodology): “This is most likely due to the reduced ‘flowability’ of the larger particles which has been seen in previous work [30-33] which recommend using a higher w/c ratio for greater volumes of rubber in the mix.”
A comprehensive review on the mechanical properties of waste tire rubber concrete (2020, unknown): “…[19,24,51], (xi) crack resistance [51–53] (xii) impact resistance [32,47,51,54] (xiii) bond behavior [55,56], (xiv) water absorption [24,46,57,58], (xv) porosity [16,21], (xvi) chloride ion permeability [36,54,59], (xvii) carbonation [16,59] (xviii) shrinkage [48,60,61] and expansion…”
A study of the durability properties of waste tire rubber applied to self-compacting concrete (2013, background): “The addition of these materials increases the cement content, leading to a significant increase in material costs and other negative effects on the concrete properties [30].”