The influence of crumb rubber modifier (CRM) microstructures on the high temperature properties of CRM binders

By Junan Shen, S. Amirkhanian. 2005

149 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Surgery

View Paper: https://www.semanticscholar.org/paper/59671b36afc717cfed9ff2a4673bccfb916a19fb

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In Civil and Structural Engineering

1. X. Shu
2. Baoshan Huang
3. Soon-Jae Lee
4. C. Akisetty
5. S. Amirkhanian
6. Ali Behnood
7. M. Woods
8. Sheng Zhao

Citations in the corpus

• The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements (2008, background): “Ambient CRM interacts with asphalt binder more easily and quickly than cryogenic CRM, as the former has a much higher surface area due to its porous surface texture [14].”
• Influence of surface area and size of crumb rubber on high temperature properties of crumb rubber modified binders (2009, unknown): “Shen and Amirkhanian [ 14 ] studied the influence of the CRM microstructures of two types of commonly used CRM on the properties of CRM binders.”
• Recycling of waste tire rubber in asphalt and portland cement concrete: An overview (2014, background): “These differences in surface characteristic have significant effects on the adhesion between rubber particles and the matrix in which they are embedded (such as asphalt binder), leading to different properties and performance of the rubber-modified materials [8–10].”