Absorption of Bitumen into Crumb Rubber Using the Basket Drainage Method

By G. Airey, Mohammad Mahmudur Rahman, Andrew Collop. 2003

175 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Polymers and Plastics

View Paper: https://www.semanticscholar.org/paper/5bb9a40e6c0059b821a7adb1d35bffdfbb2b477e

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. S. Amirkhanian
2. F. Xiao
3. Soon-Jae Lee
4. C. Akisetty
5. Amir Ghavibazoo
6. M. Abdelrahman
7. Ali Behnood
8. X. Shu

In Polymers and Plastics

1. S. Amirkhanian
2. Amir Ghavibazoo
3. M. Abdelrahman

Citations in the corpus

• The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements (2008, background): “The improvement of the properties of CRMbinders largely depends on the interaction between CRM and asphalt binders where the CRMparticles swell in the binders to form a viscous gel; resulting in an increase in the viscosity of the CRM binders [2–7].”
• The influence of crumb rubber modifier (CRM) microstructures on the high temperature properties of CRM binders (2005, background): “…better behaviour of CRM binder results from the interaction between asphalt binder and rubber, as reported primarily as digestion of asphalt binder, or absorption of binder into rubber particles (Oliver 1983, Mary and Newcomb 1995, McGennis 1995, Abdelrahman and Carpenter 1999, Airey et al. 2003).”
• Influences of crumb rubber size and type on reclaimed asphalt pavement (RAP) mixtures (2009, background): “At the same time, the crumb rubber improved the resistance to aging [17,18].”
• Composition analysis of crumb rubber during interaction with asphalt and effect on properties of binder (2013, background): “Several studies have shown that the modification of asphalt is done either because of the swelling of CRM particles through absorbing the light components of asphalt (Airey et al. 2003) or dissolution of the CRM components into the asphalt (Abdelrahman and Carpenter 1999, Gawel et al. 2006) or both.”
• Influence of surface area and size of crumb rubber on high temperature properties of crumb rubber modified binders (2009, unknown): “The absorption/swelling capacity of a rubber particle is related to the crude source, the penetration grade of the binder and the nature of the CRM [3].”