Utilization of waste rubber in non-structural applications

By Ali A. Aliabdo, Abd ElMoaty, Mostafa Abdel-Baset. 2015

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Optimisation of rubberised concrete with high rubber content: An experimental investigation (2016, background): “Figure 1: Normalised concrete compressive strength versus rubber content (data from [17, 25, 32-36])”
Composites with recycled rubber aggregates: Properties and opportunities in construction (2018, background): “Aliabdo (2015) studied the thermal conductivity (k) of non-structural concrete with rubber aggregates.”
A comprehensive review on the mechanical properties of waste tire rubber concrete (2020, unknown): “…[23], (v) cement paste and mortar coating [21], (vi) NaOH [22,24–26], (vii) Silane coupling agent [11,27], (viii) polyvinyl alcohol (PVA) [26,28], (ix) partial oxidation [29,30], (x) organic sulfur compounds [31], (xi) acrylic acid and polyethylene glycol [32], (xii) UV [33] and gamma [34]…”
Experimental assessment and constitutive modelling of rubberised concrete materials (2017, background): “However, most current applications of rubberised concrete have been primarily for use as non-structural elements such as crash barriers [9,11,13], floor surfaces [19], cement aggregate bases under flexible pavements [20], and vibration control-applications such as sound barriers [21-23].”