A Study on Performance of Modified Bitumen using Different Types of Blacks

Sottegari Prasanth Kumar*, Amarendra Kumar S.**, Gopala Raju S. S. S. V.***
* Department of Transportation Engineering, Rajiv Gandhi University of Knowledge Technologies, Nuzvid, Andhra Pradesh, India.
** Department of Civil Engineering, Rajiv Gandhi University of Knowledge Technologies, RK Valley Institute, Vempalli, Andhra Pradesh, India.
*** Department of Civil Engineering, Rajiv Gandhi University of Knowledge Technologies, Nuzvid, Andhra Pradesh, India.
Periodicity:October - December'2024
DOI : https://doi.org/10.26634/jce.14.4.21571

Abstract

Flexible pavements with bituminous surfacing are widely used in India. The high traffic intensity in terms of commercial vehicles, overloading of trucks, and significant variations in daily and seasonal temperature of the pavement have been responsible for early development of distress like rutting, cracking, bleeding, shoving, and potholing of bituminous surfacing. A factor which causes concern in India is very high and very low pavement temperature conditions in some parts of the country. Under these conditions, the bituminous surfacing tends to become soft in summer and brittle in winter. Studies have revealed that the properties of bitumen and bituminous mixes can be improved or modified with the incorporation of certain additives or blend of additives. These additives are called modifiers, and the bitumen premixed with these modifiers is known as modified bitumen. Use of modified bitumen in the top layers of the pavement is expected to significantly enhance the life of the surface and extend the time of the next renewal. Various studies have revealed that use of modified bitumen in construction or maintenance of bituminous roads significantly improves the pavement performance and is cost-effective when life-cycle cost is taken into consideration. Various percentages of carbon black, furnace black, and acetylene black are introduced during the preparation of the modified bitumen. Subsequent evaluations encompass physical properties, rheological properties, fatigue characteristics, and microscopic properties of both base asphalt and black-modified bitumen. Rheological tests conducted through the dynamic shear rheometer determine the performance grade. Multiple stress creep recovery testing assesses creep recovery. The thin film oven test, representing short-term aging, is applied to both the base asphalt and modified binder, followed by repeated physical and rheological tests using the dynamic shear rheometer for carbon black, furnace black, and acetylene black. Overall, the use of black as a bitumen modifier can result in improved performance and longevity of asphalt pavements, making it a valuable tool in asphalt mix design and pavement engineering.

Keywords

Bituminous Mixes, Carbon Black, Asphalt Modification, Creep, Recovery, Asphalt Durability.

How to Cite this Article?

Kumar, S. P., Kumar, S. A., and Raju, S. S. S. V. G. (2024). A Study on Performance of Modified Bitumen using Different Types of Blacks. i-manager’s Journal on Civil Engineering, 14(4), 35-59. https://doi.org/10.26634/jce.14.4.21571

References

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