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Effect of type and quantity of binder on rutting characteristics of bituminous mix

By: Kakade, Vijay B.
Contributor(s): Reddy, M. Amaranatha.
Publisher: New Delhi Indian Road Congress 20114Edition: Vol.42(3), Mar.Description: 11-18p.Subject(s): Construction Engineering and Management (CEM)Online resources: Click here In: Indian highwaysSummary: Rutting is one of the most common types of failure observed on high volume bituminous pavements in India, and Viscosity Grade bitumen (VG 30) is the most common binder used for construction, and these could not provide desirable performance. Modified binders, both polymer and crumb rubber, have also been used in construction, mainly to address rutting failures. Though these binders have shown improved performance over VG 30 binders, the effect of type and amount of modified binder on the performance of mixes is not clearly understood. Although rutting in bituminous mix depends on many factors, such as size, gradation, surface texture of aggregates, type and amount..
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Rutting is one of the most common types of failure observed on high volume bituminous pavements in India, and Viscosity Grade bitumen (VG 30) is the most common binder used for construction, and these could not provide desirable performance. Modified binders, both polymer and crumb rubber, have also been used in construction, mainly to address rutting failures. Though these binders have shown improved performance over VG 30 binders, the effect of type and amount of modified binder on the performance of mixes is not clearly understood. Although rutting in bituminous mix depends on many factors, such as size, gradation, surface texture of aggregates, type and amount..

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