High temperature properties of rubberized binders containing warm asphalt additives

By C. Akisetty, Soon-Jae Lee, S. Amirkhanian. 2009

160 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/ffbf68d22fd0e46a87574b032183d6629d8ab92c

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. X. Shu
2. Baoshan Huang
3. Taher Baghaee Moghaddam
4. Mohamed Rehan Karim
5. L. T. Hua
6. M. Abdelaziz
7. A. Solouki
8. Robiah Yunus

In Mechanics of Materials

1. Baoshan Huang
2. X. Shu

Citations in the corpus

• Recycling of waste tire rubber in asphalt and portland cement concrete: An overview (2014, background): “They found that addition of WMA additives can improve the high-temperature properties of CRM binders, resulting in a possibly higher rut-resistance of mixtures [43–46].”
• An overview of the emerging warm mix asphalt technology (2014, background): “It was indicated that the addition of Sasobitw could decrease the viscosity of modified crumb rubber mixtures (Akisetty et al. 2009b).”
• A review on fatigue and rutting performance of asphalt mixes (2011, background): “Akisetty et al. (2009) investigated the effect of two kinds of short-term aged warm asphalt additives (Asphamin and Sasobit) in rubberized binders produced by 10% of crumb rubber by weight of asphalt binder at the”