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The asphalt mixtures modified with crumb rubber modifier (CRM) were evaluated to estimate the deformation resistance at a high service temperature, fatigue resistance and tensile strength at ambient temperatures.
First, bitumen modified with crumb rubber was evaluated by rotational viscometery (RV), dynamic shear rheometry (DSR) and conventional binder tests.
Compressive strength, water absorption, ultrasonic pulse velocity in concrete modified with crumb rubber were measured in the tests.
In this research, nonlinear viscoelastic properties of asphalt binders modified with crumb rubber, styrene-butadiene-styrene and polyphosphoric acid are investigated to evaluate the variation in non-linear viscoelastic parameters due to addition of these modifiers.
This study investigated the interaction among different components of asphalt binders collectively modified with crumb rubber and warm mix additives through thermal gravimetric analysis (TGA) and differential scanning calorimeter (DSC) testing.
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Results show that the use of a binder modified with a high content of crumb rubber reduces the noise emitted by the tyre/pavement interaction.
This study characterises the microstructural properties of Hot Rolled Asphalt (HRA60/20) modified with different percentages and sizes of crumb rubber using dry process method.
In this paper, asphalt sealants were highly modified with a large amount of styrene butadiene styrene block copolymers (SBS), crumb rubber (CR), polypropylene (PP) and a combination of the above modifiers.
polymer modified and crumb rubber modified bitumen.
Also, the anti-aging mechanism of asphalt modified by crumb rubber impregnated in ESO was discussed.
The secondary clogging rate is approximately fifty percent of the initial clogging rate for both polymer modified and crumb rubber modified OGFC mixes.
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