Properties of rubberized concretes containing silica fume

By E. Güneyisi, Mehmet Gesoğlu, T. Özturan. 2004

488 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/6385ca7b13ad80e51d267461b81fcc36e29c4d06

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Properties and durability of concrete containing polymeric wastes (tyre rubber and polyethylene terephthalate bottles): An overview (2012, background): “Other authors [18] studied concretes containing silica fume, crumb rubber and tyre chips reporting a decrease in slump with increasing rubber content, being that a 50% rubber content leads to mixtures without any workability.”
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): “Plain Rubberised Concrete (PRC) has been well-investigated in terms of plastic state and hardened state mechanical behaviour [4, 11, 13–19], however only a small number of investigations have focussed on selfcompacting rubberised concrete (SCRC) [10, 20–22] despite the obvious advantages of an enhan”
Acoustic properties of concrete panels with crumb rubber as a fine aggregate replacement (2014, background): “However, it has also been shown [39,40] that increasing the crumb rubber content in concrete resulted in decreased workability due to reduced inter-particle friction between the rubber and other mix constituents which also lowered the unit weight of the plastic mix.”
A review of the fresh/hardened properties and applications for plain- (PRC) and self-compacting rubberised concrete (SCRC) (2010, methodology): “In these studies, researchers experimented using 10/90 silica fume/OPC powder but found that the addition of silica fume did not make any significant improvement to workability in conjunction with rubber aggregate replacement [38].”
Laboratory investigation of portland cement concrete containing recycled asphalt pavements (2005, background): “Decrease in the strength of ruberized concrete (after [16]).”
Optimisation of rubberised concrete with high rubber content: An experimental investigation (2016, background): “Whilst some research ers have reported satisfactory workability at all rubber contents and sizes [13, 14], others have measured zero slump at 50% [15] or 80% [16] aggregate replacement by volume.”
Rubber modified concrete improved by chemically active coating and silane coupling agent (2013, background): “[25] added silica fume to improve the strength of concrete containing waste crumb rubber.”
Properties and durability of HPC with tyre rubber wastes (2012, unknown): “Some research has already been conducted on the used of waste tyre as aggregate replacement in concrete showing that rubber aggregates reduces concrete workability [4] and compressive strength [5].”