Thermo-rheological behaviour and storage stability of ground tire rubber-modified bitumens

By F. Navarro, P. Partal, F. Martínez-Boza, C. Gallegos. 2004

350 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Polymers and Plastics

View Paper: https://www.semanticscholar.org/paper/69cda6292297724fcc4d390c324fa8c1ebd56b78

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In Civil and Structural Engineering

In Polymers and Plastics

Citations in the corpus

Reclaimed Polymers as Asphalt Binder Modifiers for More Sustainable Roads: A Review (2019, positive): “[78] proposed the use of rubber particles of a size lower than 0.”
Recycled Tyre Rubber Modified Bitumens for road asphalt mixtures: A literature review☆ (2013, background): “As a result, the swollen CRM particles are considered to settle down quickly due to initial higher density than the bitumen phase [63].”
Variance analysis and performance evaluation of different crumb rubber modified (CRM) asphalt (2009, background): “A great deal of researches on factors affecting the CRM effect have also been done, and they find that the improvement degree of the base asphalt performance depends on many factors such as the crumb rubber particle size, surface characteristics of the rubber particles, blending conditions, the mann”
Crumb Rubber Modifier in Road Asphalt Pavements: State of the Art and Statistics (2019, background): “There are two important phenomena occurring when the bitumen is modified with crumb rubber [33,63]:”
Investigation of asphalt binder containing various crumb rubbers and asphalts (2013, background): “It has been suggested that rheological tests be used to characterize polymer modified asphalt and some authors have correlated rheological data like complex shear modulus (G ), phase angle (d), creep stiffness (S) and creep stiffness change rate (m) with the high and low temperature performances [22”
A review on fatigue and rutting performance of asphalt mixes (2011, background): “Modified binder (example, polymer modified binder) was also recommended to improve resistance of asphalt binder against rutting and thermal cracking (fracture of the pavement due to the lack of flexibility at low temperatures) of asphalt pavement (Lu and Isacsson, 2001; Navarro et al., 2004).”
Laboratory comparison of the crumb-rubber and SBS modified bitumen and hot mix asphalt (2011, background): “35 mm and high shear rates during manufacturing operations was highly recommended [9].”
Recycling of waste tire rubber in asphalt and portland cement concrete: An overview (2014, background): “Therefore storage instability poses a big problem in application of crumb rubber modified asphalt [16,28–30].”