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Modification of the dry method for mixing crumb rubber modifier with aggregate and asphalt based on the binder mix design
•The crumb rubber modifier dry process was modified and named the complex process.•Mechanical characteristics of asphalt mixtures significantly enhanced by utilising CRM complex method.•In a complex process, bitumen and aggregates were mixed, then the CRM was added.•CRM complex process provides the...
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Published in: | Construction & building materials 2019-09, Vol.220, p.278-284 |
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Main Authors: | , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | •The crumb rubber modifier dry process was modified and named the complex process.•Mechanical characteristics of asphalt mixtures significantly enhanced by utilising CRM complex method.•In a complex process, bitumen and aggregates were mixed, then the CRM was added.•CRM complex process provides the homogeneous mixtures and better results.•A complex method has a function of improving asphalt mixtures better than dry and wet methods.
Mechanical characteristics of the asphalt binders and mixtures were enhanced by utilising modifiers. The crumb rubber modifier has been introduced to the asphalt modification as an environmentally friendly procedure of scrap tires, to improve the mechanical characteristics of the asphalt. This study aims to modify the dry method for mixing crumb rubber modifier with asphalt and aggregate based on the binder mix design. To achieve this goal crumb rubber modified asphalt mixtures were prepared and tested by applying various tests such as Marshall Stability test, indirect tensile strength test, and wheel tracking test. Three mixing methods of CRM were studied regarding evaluating the stability, rutting, and moisture susceptibility. The crumb rubber modifier dry mixing method was modified and named the complex process. Better results were achieved for enhancing mechanical properties. |
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ISSN: | 0950-0618 1879-0526 |
DOI: | 10.1016/j.conbuildmat.2019.06.050 |