The paper discusses the effect of the amount and particle size of rubber on the properties of rubber-modified bitumen. Therefore, rubber-modified bitumen with rubber contents of 10, 15 and 20 % and a variation of the particle size from small (0.4 mm) to middle (0.8 mm) and up to big (1.0 mm) were prepared in laboratory by using a paving bitumen 50/70 as reference bitumen. Additionally, a polymer-modified bitumen (PmB 25/55-55), which is commonly used in asphalt wearing and binder courses, was involved in the investigations to verify the modification states. Different laboratory tests were conducted to evaluate the influence of the selected rubber particles. At first, the impact of the rubber modifications on conventional bitumen tests are p...
To prevent pavement failure there are different solutions such as adopting new mix methods or utiliz...
Modification of bitumen using polymers has been used from a long time to solve the roads problem whi...
The binder content of rubberised asphalt mixtures is usually increased compared to that used in conv...
Bitumen is subjected to cracks and damage during its service life. Adding a material with the potent...
Bitumen modification is adequate development to exhibits better performance characteristics than co...
The properties of bitumen as an asphalt binder are dependent on temperature. At high temperatures, t...
A comprehensive review using natural rubber in the modification of bitumen used for road constructio...
Abstract: Incorporation of rubber to enhanced the properties of bitumen and bituminous mixes have be...
Polymer modified binders have been used for long time to improve the quality of asphalt pavement. Th...
In many countries all over the world, bitumen modified with crumb rubber from ground tires is widel...
The two major distresses associated with flexible pavement are rutting deformation and fatigue crack...
The need for continuous quality improvement of the road pavements, leads to the development of new ...
It is estimated that about ten kilograms of tires are discarded per inhabitant annually. The negativ...
In asphalt concrete (AC), bitumen as a binder serves two major functions in road pavement; first, to...
The application of bituminous mixtures modified with rubber from scrap-tires require attention and c...
To prevent pavement failure there are different solutions such as adopting new mix methods or utiliz...
Modification of bitumen using polymers has been used from a long time to solve the roads problem whi...
The binder content of rubberised asphalt mixtures is usually increased compared to that used in conv...
Bitumen is subjected to cracks and damage during its service life. Adding a material with the potent...
Bitumen modification is adequate development to exhibits better performance characteristics than co...
The properties of bitumen as an asphalt binder are dependent on temperature. At high temperatures, t...
A comprehensive review using natural rubber in the modification of bitumen used for road constructio...
Abstract: Incorporation of rubber to enhanced the properties of bitumen and bituminous mixes have be...
Polymer modified binders have been used for long time to improve the quality of asphalt pavement. Th...
In many countries all over the world, bitumen modified with crumb rubber from ground tires is widel...
The two major distresses associated with flexible pavement are rutting deformation and fatigue crack...
The need for continuous quality improvement of the road pavements, leads to the development of new ...
It is estimated that about ten kilograms of tires are discarded per inhabitant annually. The negativ...
In asphalt concrete (AC), bitumen as a binder serves two major functions in road pavement; first, to...
The application of bituminous mixtures modified with rubber from scrap-tires require attention and c...
To prevent pavement failure there are different solutions such as adopting new mix methods or utiliz...
Modification of bitumen using polymers has been used from a long time to solve the roads problem whi...
The binder content of rubberised asphalt mixtures is usually increased compared to that used in conv...