Static and dynamic behaviour of recycled tyre rubber-filled concrete

By F. Hernández-Olivares, G. Barluenga, M. Bollati, B. Witoszek. 2002

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The effect of steel and polypropylene fibers on the chloride diffusivity and drying shrinkage of high-strength concrete (2018, background): “This can be explained by the increased porosity of concrete through the inclusion of PP fibers [58,59].”
Mechanical properties of high strength concrete with scrap tire rubber (2015, background): “The increase in damping is higher than that observed by [10] and [12] because of the higher replacement ratios.”
Strength and deformability of waste tyre rubber-filled reinforced concrete columns (2011, background): “[17] have reported that, in general, addition of crumb tyre rubber with volume fractions up to 5% does not yield a significant variation in concrete mechanical properties.”
Modification of clayey soils using scrap tire rubber and synthetic fibers (2007, methodology): “Table 3 Properties of reinforcement materials used in the study (Celik, 1996; Park et al., 1997; Hernandez-Olivares et al., 2002; Sacan, 2002)”
Optimisation of rubberised concrete with high rubber content: An experimental investigation (2016, background): “high friction coefficient) and hydrophobicity that is likely to affect its packing with co nventional aggregates [21, 56].”