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In the mid-1800s Americancan businessman, Charles Goodyear, dropped a rubber mixture containing sulfur on his hot stove and invented vulcanization.
A series of direct shear box tests were conducted on samples of dune sand- waste crumb rubber mixture in loose and slightly compacted condition for comparison purposes.
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Also, tire chips crumb rubber and tire chips fine crumb rubber mixtures were utilized in the rubberized pervious concrete production at same contents.
This paper evaluates the mechanical response of two gap-graded asphalt rubber mixtures manufactured by the dry process (ARdry).
The asphalt rubber mixtures were produced by the wet process using continuous blend and terminal blend asphalt rubber.
Experimental activities were carried out by considering six different asphalt rubber mixtures, the emissions of which were sampled both in the field and in the laboratory.
A number of studies reported on the unique properties and characteristics of asphalt rubber mixtures in terms of improved permanent deformation and fatigue cracking.
The unique engineering properties of asphalt rubber mixtures are discussed along with recommendation on how to use them in current pavement design procedures.
Asphalt rubber mixtures continue to receive great attention from many transportation agencies world-wide because of their ability to improve pavement performance compared to conventional designs.
This paper describes the evaluation of the design and performance of gap-graded asphalt rubber mixtures (GGAR) under laboratory conditions with one type of asphalt binder, three crumb rubbers, and four gap-graded gradations of one aggregate type.
The testing results allowed concluding that the characteristics of the asphalt rubber binders cannot be used to predict the permanent deformation resistance of the asphalt rubber mixtures.
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